SW1221002_Plansheet CL902.P2 - Misc. Detail_20230223

NOTES: 'A' 1" NOTES: 'A'
� BACK OF CURB
1. PRECAST 4'DIAMETER CIRCULAR SECTION MAY BE ' : a - - - - - - - - - - 1. PRECAST 4'DIAMETER CIRCULAR SECTION • . a FRAME FINISH GRADE
USED IN LIEU OF THAT SHOWN FOR PIPE SIZES UP TO MAY BE USED IN LIEU OF THAT SHOWN FOR " ' ,.'• •' CAST IRON FR ,
24". PIPE SIZES UP TO 24". INSTALL LOCKING AND COVER
2. CONCRETE TO BE A MINIMUM OF 4,000 P.S.I.AT 28 B 2. CONCRETE TO BE A MINIMUM OF 4 000 P.S.I. B B GRATE
DAYS AND REINFORCED WITH MIN. OF NO.4, GRADE FACE OF CURB AT 28 DAYS AND REINFORCED WITH MIN. OF 36" BRICK OR PRECAST
60 STEEL. NO.4,GRADE 60 STEEL. 48 2� 48" ON STRUCTURE TOP Gresham Smith
3. CASTING EQUAL OF NEENAH R-3246 WITH TYPE C 3. CASTING EQUAL OF NEENAH R-3339A WITH 36" 22S 12"WIDE CAST IRON IC CONCRETE ADJUSTING
a O POLYPROPYLENE PLASTIC RINGS
GRATE OR EJIW 7030,WITH TYPE M�GRATE AND T1 TYPE C GRATE OR EJIW 5235 WITH 5250M � � W GS-NC P.C.
STAKEOUT POINT TOP OF STAKEOUT POINT TOP OF CASTING
BACKING COMBINATION. IN ON-GRADE CONDITIONS, ( GRATE. ALL CASTINGS ARE dESIGNED TO ( STEPS(PROTRUDE 4" MIN. FROM 0� Z An Affiliate of Gresham Smith
A VANE GRATE SHALL BE USED EQUAL OF NEENAH °' CASTING AT cL OF MEET AASHTO M306 LOADING AND SHALL AT cL OF STRUCTURE AND FACE OF INSIDE FACE OF STRUCTURE.)
R-3246,WITH TYPE L GRATE OR EJIW 7030 WITH TYPE a '' STRUCTURE AND FACE OF HAVE THE WORDS"DUMP NO WASTE"AND CURB) OU
M6 VANE GRATE. ALL CASTINGS ARE DESIGNED TO T "DRAINS TO WATERWAY"ALONG WITH A ° . E
MEET AASHTO M306 LOADING,AND SHALL HAVE THE g ' CURB) FISH LOGO CAST INTO THE GRATE. NOTES: X27 5�
,. .
WORDS
WATERWAY"DUMP
ALONG WITH A FIS AND
H"DRAINS
6
LOGO CAST INTO 4. FOR RCP CONNECTIONS TO STRUCTURES EXISTING STRUCTURE AND 22SO Z,�ZZ' WATERPROOFING AT LL 0
THE GRATE OR HOOD. USE NON-SHRINK GROUT OR RUBBER EXISTING PIPE 8" ORIFICE JOINTS(BITUMASTIC ° Z
Z SEE NOTES#4 AND#5 FOR GASKET PER ASTM C923 OR C1478. SEE NOTES#4 AND#5 FOR
4. FOR RCP CONNECTIONS TO STRUCTURES USE PIPE CONNECTIONS TO PIPE CONNECTIONS TO CONNECTIONS TO BE 225 I.E. = 2121.00 /FLEXIBLE PLASTIC OR <
NON-SHRINK GROUT OR RUBBER GASKET PER ASTM STRUCTURE. 5. JOINT CONNECTIONS BETWEEN PLASTIC STRUCTURE. MAINTAINED. RIM 21 RUBBER GASKET PER bo
20
C923 OR C1478. W FLEXIBLE PIPE AND STRUCTURES SHALL W A.S.T.M. C-443) 201 South College St.
PLAN HAVE A GASKET MEETING ASTM F2510. FOR ELEVATION TO BE RAISED
5. JOINT CONNECTIONS BETWEEN PLASTIC FLEXIBLE CMP PIPE TO STRUCTURE CONNECTIONS NOTE: Suite 1950
PIPE AND STRUCTURES SHALL HAVE A GASKET OR PLASTIC PIPE AT A SKEW GREATER AND ORIFICE ADDED TO
MEETING ASTM F2510. FOR CMP PIPE TO STRUCTURE THAN 15°,WHERE A GASKET WILL NOT PLAN STAKEOUT POINT(q _ 0) 0 Charlotte, NC 28244
CONNECTIONS OR PLASTIC PIPE AT A SKEW GREATER WORK. NON-SHRINK GROUT APPLIED IN TWO CONVERT EXISTING MANHOLE AT BOTTOM) Q W
THAN 15°,WHERE A GASKET WILL NOT WORK. STAGES SHALL BE USED. ALL PRECAST CONCRETE 704.944.7970
NON-SHRINK GROUT APPLIED IN TWO STAGES SHALL TOP OF CURB CASTING SLOPE SHALL MATCH STRUCTURE TO OUTLET _ �
BE USED. LATERAL AND LONGITUDINAL SLOPE OF „ - MANHOLE SECTIONS TO BE
STRUCTURE FOR 2 ORIFICE PIPE O.D. PLUS 24 0
0 ASTM C478, MIN. THICKNESS
PAVEMENT. CASTING SHALL BE IN-LINE WITH Z
TONGUE AND GROOVE PIPE � �� W
TOP OF CURB. PROPOSED POND. I.E. = 2115.20 (4-0 MIN.) W � WALLS. CONE SECTION TO BE
(JOINTS TO BE MADE WITH '. �
FACE OF CURB EMBECO CEMENT MORTOR, p ECCENTRIC UNLESS
BRICK OR FLAT
i OR EQUAL.) OTHERWISE APPROVED BY
STRUCTURE SLAB THE ENGINEER.
SHALL HAVE A 24" ADJUSTMENT
CLEAR OPENING ° Q COURSES i i SLOPE 4' PER 12"
". ' <;. r '. 'r..' °' t. . RESILIENT CONNECTION
DIAMETERNVIDTH. ,.. .
CONCRETE FLAT 6"
PER A.S.T.M. C-923
SLAB
ADJUSTMENT •" 0 ° 0 6" I /
COURSES , - MIN. SLOPE 0 / 0
:.
1 I N 12" (`(
MIN. SLOPE w a w CLASS B CON
1"IN 12" coco
Q Q Gresham
a CONCRETE
Q Q s ° 4 .
°. • + - - -� M ° °
°.•` CONCRETE
_ Smith
FORMED INVERT
°° CAST IN PLACE • ° 84 (0 "OF#67 GRAVEL
• ..
•:. . ;.: ; •: ASTM D448
CONCRETE INVERT
CAST IN PLACE 6 PIPE O.D. + 12 6 6 PIPE O.D. + 12 6
CONCRETE INVERT „ PIPE O.D. +12" PIPE O.D.+12" (TYP.) 24" MIN. 24" MIN. 6" UNDISTURBED EARTH
(TYP.) 24" MIN. 36"MIN.
SECTION A-A SECTION B-B 72" OUTLET
SECTION A-A SECTION B-B I.E. = 2095.35
01 02 03 04 /
CL902.P2 SINGLE PRECAST CURB INLET CL902.P2 SINGLE PRECAST CATCH BASIN CL902.P2 DETENTION POND 1 OUTLET STRUCTURE CL902.P2 SANITARY AND STORM SEWER MANHOLE (CONCENTRIC)
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
heville
CRUSHED STONE PROVIDE 2" CROWN OVER TRENCH SUITABLE SOIL BACKFILL. PLACE IN REG IONAL AIRPORT
BACKFILL ASPHALT OR CONCRETE WHERE TO ALLOW FOR SETTLEMENT
REQUIRED MAXIMUM COMPACTED LIFT
FINISH GRADE THICKNESS OF 8" -
� _ Asheville Regional
UTILITY PIPE �
12" COVER _ _ _ _ 18"x18"x4" CONCRETE PAD Airport
INITIAL BACKFILL
UTILITY PIPE - _ _ -` o - - FLUSH Terminal
4" MIN. BEDDING = CRUSHED#67 STONE LAYED AND O - INITIAL BACKFILL � 60 Modernization
6 MIN. IN ROCK CUT 12"' O.D. 12" COMPACTED IN 8 MAX. LIFTS.
CAREFULLY COMPACT HAUNCHES
VARIES - °•' 61 Terminal Drive Suite 1
4" MIN. BEDDING CRUSHED#67 STONE Fletcher, North Carolina 28732
24 IN. PLUS PIP DIA. LAYED AND COMPACTED °
6" MIN. IN ROCK CUT 12" O.D. 12" IN 8" MAX. LIFTS
FOR TRAFFIC-RATED AREAS VARIES 02/16/2022
(FLEXIBLE PIPE) 12" MIN.
FOR FLEXIBLE PIPE COMPACTED GS Project#: 43483.02
1'-5" 10" 1'-5" 5'-4" 1'-3"
ASPHALT OR CONCRETE WHERE SUBGRADE PIPE EXTENSION AS
REQUIRED PROVIDE 2" CROWN OVER TRENCH SUITABLE SOIL BACKFILL. PLACE IN T-8" 6'-7" REQUIRED. PROVIDE SAME
CRUSHED STONE TO ALLOW FOR SETTLEMENT MAXIMUM COMPACTED LIFT
1/4 BEND LONG SWEEP USE SIZE AS WASTE LINE UP
BACKFILL FINISH GRADE THICKNESS OF 8" )
SAME MATERIAL AS PIPE
COMBINATION WYE & BEND OR �\\\�IISIIS!!///////
•CAIy���yx
311
STOP BAR SHALL BE PAINTED WITH A `` ° •7/
- LONG BEND (USE SAME ;_�° �•�
UTILITY PIPE MINIMUM 2 COATS OF WHITE _ '� SEAL
12" COVER - SHERWIN-WILLIAMS PRO-MAR TRAFFIC MATERIAL AS PIPE) -
INITIAL BACKFILL UTILITY PIPE 05314902/1'7/2ff23
MARKING PAINT.
12" COVER _ -
4" MIN. BEDDING - CRUSHED#67 STONE O INITIAL BACKFILL60
, N E��'t`�'�
6" MIN. IN ROCK CUT 6" O.D. 6" LAYED AND COMPACTED FLOW /�iiN•D.•H\\C\�\
IN 8" MAX. LIFTS CRUSHED#67 STONE v0
//IIIIIIIII\�� \\
4 MIN. BEDDING
VARIES 6" MIN. IN ROCK CUT61, LAYED AND COMPACTED
12" IN. PLUS PIP DIA. 6 O.D. IN 8" MAX. LIFTS
� VARIES
12" MIN.
`O FOR TRAFFIC-RATED AREAS
c+) FOR RIGID PIPE 13'-4" NATHAN HUDGENS, PE
C.O. (RIGID PIPE) NC 053149
c
N 05 06 07 08 REVISION
0 CL902.P2 CL902.P2 CL902.P2 CL902.P2
UTILITY LINE TRENCH - PAVED AREAS UTILITY LINE TRENCH - UNPAVED AREAS PAINTED DIRECTIONAL ARROWS FOR PAVEMENT EXTERIOR CLEANOUT NO. DATE DESCRIPTION
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
1 02/16/22 ISSUE FOR CONSTRUCTION
I
j 2 03/09/22 ADDENDUM 02
3 03/28/22 ADDENDUM 03
N 4 08/19/22 AGENCY COMMENTS
.� 5 11/02/22 AS 1 007
0 CHAMFERED
VARIES EDGE Arm Assembly MAX SLOPE 6 02/17/23 AGENCY COMMENTS
SEE SITE PLANS PROVIDE 1/2" 2:1 (H:V)
-0 #4 CONTINUOUS (TYP.) EXPANSION _
ao 'G"Enctasure
0 6"x6"-W2.9xW2.9 W.W.F. JOINT FOR PAINTED CROSSWALK 07
� 1 3,000 P.S.I. CONCRETE CONC. PVMT. CL901.P2 WaierEntry X
vl SLOPE =1.00% (MIN.) SEE GRADING PERSPECTIVE VIEW unit 04 SILT FENCE Q
CV FINISH o FINISH GRADE PLANS FOR CROSS
Q) 2.00% (MAX.) SLOPE DIRECTION PVC End PYL Eho� PVC Vent CL904.P2
M GRADE (PAVEMENT) srhedute44
(SOIL) 3" ° ° 6" SAW-CUT AND REMOVE TRANSITION TO GaP pvCPlpe
M
M ° - --=- �-=--- --==-----= --a--as� 6" ASPHALT TO EXISTING SIDEWALK FINISH GRAD
6' LENGTH VARIES 6' E
=III III . I a d< ° : <. ' o. I a° BASE(TYPICAL) SEE PLANS - C E
Water Surface
=I I I=III I I " ' CONTRACTION TOP OF CURB 6"ABOVE Y.* ,� PVCaPnd /
N I=I I I=I 1118"I a. o 0 0 0 0 ° " a I a TOP OF CURB CONTRACTION ASPHALT FINISH GRADE
° - - - n a I ° .° JOINT a 5hedute 4(1
JOINT
_� I I I I I I I I I I I I d III=III=1 I -1' - 0"11= o <°' ' ASPHALT FLUSH WITH d"si a Flexible Plate
o FLUSH WITH 5'ACONCRETE 1I " Tee. PVC Pipe PWCPiPe
�. SIDEWALK �.nderside � PyCTee Orlflce \
0 0 o SIDEWALK THICKNESS Hose / \//\\//\//\//\//\//\//\//\\//�\//
-III I . III-I I -III I I 1=111=1 I I _ I \ \ \ \ \
O 6 JOINT NSION
o I III-III I i I-III-III III-_ 11=
Q I - _ III-III- III=III-III-III _- _ 6attam5ur#ace MOVEABLE SILT SOCK 02
U III III= I I=III-�I -I I=III III=10"=I I =6" III 1 ENt) VIEW FRONT VIEW AT ACCESS POINT CL904.P2
o -III III III-I I' -III-I -TYP. I NOTES:
. III-I I =1' III-III- -I I YP._,. „l l IIIIII-III- IIII IIIII=III =III=
III -I I -III-III-I 1�- HEAVY DUTY 1. STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET.
4" MIN. THICKNESS I-' ASPHALT PAVEMENT March,ure 6.64a Schematic of a skimmer,{rorrr#'ennsylvania Erosion and Sediment PolluBan Control Manual-
°0 2. STOCKPILES SHALL BE PROTECTED IN THE MANNER SHOWN ON
COMPACTED SAND COMPACTED SUBGRADETHE PLAN DRAWINGS.
rN
OR GRAVEL
ocv) 3. STOCKPILES SHALL BE STABILIZED WITH TEMPORARY SEEDIING SITE DETAILS
00 IF THEY ARE TO REMAIN DORMANT FOR 7 DAYS OR MORE.
M SECTION VIEW 4. PROVIDE SEDIMENT CONTROL BMPS AS OUTLINED BY THE E&SC
CONSTRUCTION SEQUENCE.
p 5. STOCKPILES TO BE LOCATED AT LEAST 50 FEET FROM ANY
�I STORMWATER INLETS.
CL902mP2
09 10 11 12
Q CL902.P2 CL902.P2 CL902.P2 CL902.P2
a, CONCRETE UTILITY PAD SPEED TABLE TEMPORARY SEDIMENT BASIN SKIMMER TEMPORARY TOPSOIL STOCKPILE
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
CONSTRUCTION DOCUMENTS