SW3220305_Plansheet C-000-801 - Misc. Detail_20220325

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ROUND CURB SHOWN IN PLAN AT FACE B RETAINING
SECTION TYPICAL FOR ANY CURB WALL OR BUILDING USE
EXPANSION JOINT
RUN TOOL
5' Min Var 2
N TOOL
PLANTER AREA
3" CLASS "B" gTEST
"(��RE
RELCONCRETE
IIIII:EE
DOUBLE CHECK VALVE ASSEMBLY
SHUT OFF VALVE # 1 SHUT OFF VALVE # 25
RESILTENT SEATED GATE CHECK VALVE #2 RESILIENT SEATED GATE
VALVEWITH HANDWHEEL VALVE WITH HANDWHEELOPERATOR. SEE NOTE 5. CHECK VALVE #1 OPERATOR. SEE NOTE 5.Surveyors
COCK90%
RESTRAINED RESTRAINED
NOTE 4�EE NOTE 4
0 o ii Flow
BrownAND •
Caldwell •
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
License No. F-0785
z
B
20'
G
OR EVER
G
TYP.
G
B
C
C
C
200 S .FT.OF
IDEWALK
OR WALK
AY
GRASS STRIP
TYPE A-1
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pF 09
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4 SEAL
f _ ` 365
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6' AGGREGATE BASE
95% RELATIVE COMPACTION
RUN TOOL 4' Min 2'
° 1.5% Max SCORE
—� CLASS B" CONCRETE
° ° ° , ° a °
3 AGGREGATE BASE
90% RELATIVE COMPACTION
6°° `ITlil 6" AGGREGATE BASE
3„ 95% RELATIVE COMPACTION
TYPE A-2
RIGID PIPE ~SEE NOTE 2. 12" MIN.
SEE NOTE 4. 30' MAX. RIGID PIPE
SEE NOTE 4.
GROUND
—
-I I-�--------- I - - — - -
—ICI-- III—III—I�
RIGID PIPE — `--------_J TdP
SEE NOTE 4. U P T, 4— C T P AT MIN. RIGID PIPE
S p pR N H HICK p� ��p� SEE NOTE 4.
�III� AND CONCRETE FOOTINGS AS aIII��
REQUIRED BY SYSTEM DESIGNER
RESTRAINED BEND. PI SEE NOTE PAST
�NorE 4
ELEVATION
N.T.S.
EXISTING CURB
FACE OF WALL
" SIDEWALK ° TROWELED
1 /2' RADIUS ° CONTROL JOINT
>" DRIVEWA ° - 1 /4" TO 1 /2" ° °
a PREMOLDED FILLER a PROVIDE KEY
d
�, AT CONSTRUCTION
JOINTS
TEXPANSION JOINT OB CONSTRUCTION CONTROL JOINT�'•;ciQ4'•••••••v���•`
-00 5' MIN. LOAM & SEED
AS REQ.'D,
4" CEMENT CONCRETE SIDEWALK OR OTHER
(6" AT DRIVEWAYS) APPROVED
W/ WWF 6x6-2.9x2.9 TREATMENT
02/20/22 9:47 AM
MONOLITHIC
1.5% (2.0% MAX.)
1 "
�6 1 7 '
= i
1 - \ 0
Y2 R . o >
° ° ° °
1 "R RUN TOOL
° ° a 0
- - - #- - -
SHUT OFF
VALVE 0.F 1 VAL EK #1 VAL EK #2 VALVE 2
SUPPORT, 4—INCH THICK PAD AT MIN. I # I
AND CONCRETE FOOTINGS AS o a o y
REQUIRED BY SYSTEM DESIGNER—­-,]FLM
'TEST '
LOCK#_1 _______________________________ J
PLAN
a% a
il _
-1 8' MIN.
=III.,; IIII�IIIIIIIIIIIilllllllllll
REMOVE EXIST. SUB -BASE IF UNSUITABLE
AND REPLACE W/GRAVEL OR RECLAIMED
FINAL DRAWINGS - FOR REVIEW
PURPOSES ONLY -NOT
MATERIAL AS DETERMINED IN THE FIELD.
N.T.S.
RELEASED FOR CONSTRUCTION
CLASS "B" CONCRETE
—ll 6" AGGREGATE BASE
95% RELATIVE
25" COMPACTION
WSACC
MODIFIED CITY OF CONCORD STANDARD DETAIL: RS-8
NOTES:
A-1 CURB -GUTTER DETAIL
1. 6" - 10" RP SHALL BE SUPPORTED WITH ADEQUATE SUPPORT PEDESTAL(S).
2. OUTDOOR INSTALLATION SHALL HAVE A PROTECTIVE ENCLOSURE. HEATED
ENCLOSURES ARE RECOMMENDED FOR THE ABOVE GROUND BACKFLOW
MODIFIED CITY OF CONCORD STANDARD DETAIL: S-10
ASSEMBLY.
3. 2 2" TO 3" BRASS, K-COPPER OR GALVANIZED PIPE, 4" TO 10" DIP. RESTRAINED
ISO1400iM * RstalPAIicM5 MAS180012 4,
NOTES:
JOINTS SHALL BE WITH MEGA LUG RESTRAINTS OR APPROVED EQUAL.
1. SIDEWALK SHALL BE GIVEN A MEDIUM BROOM FINISH AT RIGHT ANGLES TO THE DIRECTION OF TRAFFIC
BY DRAWING A BROOM ACROSS A STEEL TROWELED FINISH. TEXTURE LINES SHALL BE PARALLEL TO
ONE ANOTHER.
2. SUBGRADE FOR SIDEWALK AGGREGATE BASE, SHALL BE COMPACTED TO NOT LESS THAN 90% RELATIVE
NOTES:
4. 2 2" - 10" DCVA INCLUDES SHUT OFF VALVES #1 AND #2 AS PART OF THE
ASSEMBLY. NO SUBSTITUTIONS SHALL BE PERMITTED.
5. TEST COCK #1 SHALL BE UPSTREAM OF SHUT OFF VALVE #1 AND IS PART OF THE
APPROVED ASSEMBLY.
ROCKY RIVER
REGIONAL
WASTEWATER
COMPACTION TO A MINIMUM DEPTH OF 6".
2. CURB/GUTTER SHALL BE GIVEN A TROWELED FINISH. THE SURFACE SHALL FIRST BE GIVEN A FLOATED
FINISH AND FINAL TROWELING SHALL BE DONE WITH A STEEL TROWEL. THE FINISHED SURFACE SHALL BE
TREATMENT PLANT
3. MINIMUM WIDTH OF PASSAGEWAY THROUGH OBSTACLES ON SIDEWALKS OR THROUGH RAISED ISLANDS
SHALL BE 5'-0", EXPECT FOR LOCATIONS WHERE RIGHT OF WAY RESTRICTIONS, NATURAL BARRIERS, OR
FREE OF ALL TROWEL MARKS AND SHALL BE UNIFORM IN TEXTURE AND APPEARANCE, BROOM TEXTURE
SHALL BE IN THE LONGITUDINAL DIRECTION.
PHASE 3 EXPANSION
OTHER EXISTING CONDITIONS CREATE AN UNREASONABLE HARDSHIP, THE CLEAR WIDTH OF THE
MODIFIED CITY OF CONCORD STANDARD
REVISIONS
PASSAGEWAY MAY BE REDUCED TO 4'-0".
3. DOWEL NEW CURB/GUTTER TO EXISTING CURB/GUTTER. THE DOWELS SHALL BE #4 STEEL REBAR, 10"
DETAIL
LONG. DOWELS SHALL BE EPDXIED IN PRE -DRILLED 4" DEEP HOLES, ONE IN THE CURB, ONE IN THE
REV
DATE
DESCRIPTION
GUTTER.
DOUBLE CHECK VALVE
CONCRETE SIDEWALK
CONCRETE CURB -GUTTER AND SIDEWALK
BACKFLOW PREVENTER
VARIES SCALE: NTS
C-0�00-2 2 SCALE: NTS
VARIES SCALE: NTS
1Y" HOT MIX ASPHALT
FILL PIPE WITH CONCRETE AND 11-81
DOME AT PIPE TOP, TYPICAL DIAMETER
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: D. WRIGHT
TOP COURSE
CROSS SLOPE 2" HOT MIX ASPHALT SEE NOTE 2 CL
8" DIAMETER STANDARD
STEEL PIPE
DRAWN: R. JAMES
CHECKED: K. DEVENDORF
CROSS SLOPE 2% (TYP.) BINDER COURSE 2' SHOULDER 2' SHOULDER
DOME CONCRETE AT PIPE
2% (TYP.) 4' 4' 10' LANE 10' LANE 4' 4' VARIES
f—
STEEL PLATE FLANGE
CHECKED: D. VARJABEDIAN
3/8%1'-0" SQUARE
APPROVED: K. DEVENDORF
12'
MIN. 12
J
�- MIN. 1% f 2G/— 2%1% 1
CONCRETE SLAB ON GRADE
SOME LOCATIONS
FILENAME
154689-C-000-801.DWG
BC PROJECT NUMBER
r
156673
I I I_
3TIII 3:1 SEE NOTE 2
=I 1 _-- I I 1=III--1 I IIIIII1I11_=11— I I—TII _TI—I_I
I111I�11_ II
I I
4" DENSE GRADED CRUSHED STONE 4" DENSE GRADED CRUSHED STONE SEE NOTE 1 SEE ACCESS DRIVE CROSS SEE NOTE 1
10" DIAMETER STANDARD
STEEL PIPE AT REMOVABLE II
GUARD POST 41 II I I= z
II II '
I1 1I
CLIENT PROJECT NUMBERI
CIVIL
SECTION THIS DRAWING
8" GRAVEL SUB -BASE 8" GRAVEL SUB -BASE
o
I I I I II II I I- I
-�II II II II �
GRAVEL DRIVE CROSS SECTION ASPHALT DRIVE CROSS SECTION
NOTES:
-III IL — J
— Z
STANDARD DETAILS
1
1. DITCH IS NOT REQUIRED ALONG ENTIRE ROAD. SEE THE GRADING AND DRAINAGE
DRAWINGS (300 SERIES) FOR WHERE THE DITCH IS REQUIRED. WHERE DITCH IS NOT
REQUIRED, GRADE TO EXISTING SURFACE USING A 3:1 SLOPE.
2. TIE INTO EXISTING GRADE WITH 3:1 SLOPES MINIMUM.
3. ACCESS DRIVE FOR THE EQ AREA SHALL BE GRAVEL DURING THE CONSTRUCTION OF
DRAWING NUMBER
GRAVEL ACCESS DRIVE ISASE 3 ATD PHASE 4. THE ROAD WILL BE PAVED DURING PHASE 4 AFTER CONSTRUCTION E.
BOLLARD
C-000-801
VARIES SCALE: NTS
VARIES SCALE: NONE
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