SW3210301_Plansheet Phase 3 C3.24-26 - Misc. Details_20211118

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a
S�
OA
SFF
A� q1�
NAG DS75 EROSION p�
CONTROL MATTING, Q�
OR APPROVED
EQUIVALENT
S
COMPACTED SUBGRADE -/II
NAG DS75 EROSION CONTROL
MATTING, OR APPROVED
EQUIVALENT, ON ALL
SLOPES 3:1 AND GREATER
PERMANENT DITCH SECTION
t0'-0 MAX.
MIN-
NOT TO SCALE
PLAN
IV-0" MAX.
• S-8" MIN.
En
w d En
W w Z
�w
o¢
-_ a
x w
~ Z w
Ld
0
NOTE:
* TRANSITION FROM 2'-6" STANDARD CURB TO VALLEY CURB
AT A DRAINAGE INLET ONLY.
SEF STANDARD 10.19 FOR CROSS SECTION GEOMETRY -
NOT TO SCALF
• CITY OF CMLOTTE CATCH BASIN FRAME
LANK DEVELOPMENT STANDARDS IN VALLEY GUTTER
CH L4TTE INCLUDES CHARLOTTE ETJ 1 0,29
INC PARKING' SIGN MUTCD R7-1 (TYP_) 15 I GROOVE
JOINT
RIGHT OF WAY;--,,,4,.NOTES
- R- - -
- - -
(TYP.)
SIDEWALK
1. TEMPORARY
.x.
a
TURNAROUND MATERIAL
,
d
a
'
-
•
SHALL BE MIN. 3600
d
PSI CONCRETE, 6"
.
PLANTING STRIP
THICK-
-
�+
2. TEMPORARY
2'-O" VALLEY GUTTER
INSTALLATION ONLY -
TO BE REMOVED WHEN
'
FUTURE DEVELOPMENT
TEMPORARY TURNAROUND
VARIES
CONNECTS TO STREET.
¢
„
SIDEWALK PORTION OF
- -- - -
- -
TURNAROUND MAY BE
LEFT IN PLACE IF NOT
1
DAMAGED-
L`
3. NOT TO BE USED AS
2N-0" VALLEY GUTTER)
y■
A PRIVATE DRIVEWAY.
d yAV r
+
...-.-..-.....�...1-_
4. DEAD END STREET
PLANTI NC STR6P
+.
BARRICADE AND END OF
ROADWAY MARKER PER
n
r a
CLDSM #50.D7A&B AND
o
#50.08A, B, & C ARE
r
SIDEWALK
`
'.
REQUIRED.
- - - '
S' (TYP.) -
-
EXPANSION JOINT
SCALE I
•
CITY OF CHARLOTTE
TEMPORARY TURNAROUND
LAND DEVELOPMENT STANDARDS
LOCAL
RESIDENTIAL STREET
5 ro. No.
RE
CHARIOT
INCLUDES CHARLOTTE ETJ
(OPTIONAL)
1 1 .18B
1
s• oR to•
s/ts'
3 18
�1'-9• APPROk. 12'-5• AIA%. I �1 1/4"_-II
SPLICE RGI-T /8" NC-2
2" FOR POSE BOLT
5/a°' DIE. DETAIL OF .BOLT
¢ 1 1� 4" SPDCE BOLT POST eal_T PLAN 41 1/2'
2'
4 REQUIRE© 4 1/4"'
15
BEAM TYPE GIJAAd RAIL 2- �2• yi1 15 613 1=P RECESS �k5/8'
TERMIWL I a
SECTION 1
� [Y
POST �osr j I f LOETA€L OF NUT
MAX. 12'-8" CE R TO ENTER OF ROM �` ?
TYPICAL ELEVATION MIN-
A.
- l i ❑IA. HOLE
f W 5 x _$.5
ER--1 SEE STD. 1 17/,12'
2:1 SLOPE (MIN. 3') NO. 50•0
PROPERTY LINE IL
2. 5I - `pip 0lA31i10 EMIN.
OLE
EDGE OF PAVEMENT 3 1%4" & t2" DIE. [ID
NEUTRAL Axls � �T0 Re F{E•L'_o
e } GROUND WITH CONC.
1 0' 3/4" A 2 $/2" POST
DEAD --END STREET BARRICADE SLOT Lj:�
3 }/a"�� r BOLT
BOLT '
f I SLOT
2 5/1 " i
29/3T" x 1 1/S°
THIS DETAIL IS NOT A GUARDRAIL DETAIL- FOR SPLICE BOLT SLOT M T
ROADSIDE GUARDRAIL, SEE IJCOOT STANDARD _ DETAIL OF POST
I
DRAWINGS 862.01-862-03
• CITY OF CHARLOTTE
x LAND DEVELOPMENT STANDARDS
M-ARLOTM INCLUDES CHARLOTTE ETJ
APPROVED DATE
NOT TO SCALE
DEAD END STREET BARRICADE
STD. ND- R .
50-07A �,
NOTES:
1. CONCRETE SHALL HAVE A COMPRESSIVE
STRENGTH OF 3000 PSI Q 28 DAYS, CONTAIN
4% MIN - 6% MAX AIR ENTRAINMENT AND BE
PLACED WITH A 3.50 - 4.50 SLUMP IN
ACCORDANCE WITH ACI 301-
2. REINFORCING STEEL RODS SHALL CONFORM
TO ASTM A615, GRADE 60.
3, ANCHOR BOLTS SHALL CONFORM TO ASTM
A193, GRADE 138M, TYPE 316 STAINLESS
STEEL.
4,A 3 CBU CONFIGURATION IS DEPICTED, A 2 OR
4 CBU CONFIGURATION MAY BE USED AS
LONG AS THEYARE ARRANGED IN GROUPS
SUCH THAT THE OVERALL DIMENSION OF THE
CONCRETE BASE DOES NOT EXCEED 192
INCHES.
NOTE: REFER TO USPS STANDARDS FOR ADDITIONAL
DETAILS OR INFORMATION
CAROLINA MAILBOXES, INC. CLASSIC MODEL
NOT TO SCALE
�LN1NN zYfNV
1Y Ni ANLHGR EOLrI, PER LRH
pp usC TtMpuEE 7U CH5uRE AUCNYC!1r
2.qD I 9RODW RNII
1 2a,00 .DD RR00Y TIHIiH
MIN Y"
s..oa Nlw , +e.vP
Fa% .56 "CHI 1i
F ! I t 2.00- usY TEMPLATE TO ENSURE AL.IPIINENT
12.00
(I
! ' ' TOM ER S rLkI " 1 WITH
An LPE AREAS.
TQDC EDGES FWSH WITN ADSOIxIND SLLRFA[FS
T_ _, 2..-00 i �+ IN PAYED AREAS.
2DD
10.00
I I 5,o0 PER CBU
IRA.De YlY 1
A I I I 2AA0
SFf NOTE '
YY
`-- - I '- "'' SCOPE SNRrACE 25 NE" PER FORT
{3a'00F ' � 1L oN •Ui S!Res roA 6RuxAGC.
INAYFCR ERDES, 1.H t1NR A0JPE ARFIs,
I I I TOOL CTSI pPOH WOE AGJDNING
SVRTACES IN PAVEp AREAS.
5- SLMK suRFALE .2s INCH PER FOb1 CRv pVTUNE num RUDDCR PAD
On Al uRrA EUA pole" PE (Win" METAL!, PEDE$TAL ONLY)
1. oo u!x
-L PURSER PAD COO PEOESIAL WTCN EXISTING DRAPE N
PAVED AREAS
(SwrH uEru PEaESTAt oxLr1 .k ..so
Exu PEDESTAL GRu YATDN -EIS q GRAPE M ANCIOR Robs _i. SLOPEE SIR sCFORepRACH PEER rOOT
bNR1NE PAYED -EIS
a% A50 k $O Y:N A ROOS ON I{.GD CENTERS %INN ",
ANCHOR ROLTS SLOPE SURFACE .9$ INCH PER FgOT N I CAC"
CN wAT
Y,A
PER CRu ON ALL SIDES ron DRAINAGE ®�A`
59 NIN CRUSHED STONE (T GRAVEL DR
ODS A RON la,gp CENTERS MAXIMUM, PTHO At STONE (OMIT WHERE
GPf NAr �.. ..• SOLID ROCK OCCURS)
- ' - • _ CRUSHED STONE (LOMIT WHERE
SiXD �!'�.Jr4-Yy:A•C6'1'-+r1\�,,. :ti.1•fr"%"!3:;T'L�t:'y,
B-0p MIN
uAk!MUN rA057 DCv,H
ROCK OCCURS)
5.•: a`:+•;i '"u ti.••T",K`e" e.00 YIN YA%ILNN FR057 DEPTH
Ir :�j?4!;:•%1�£�ati}}��:°': FIRM YMDISTl1RRE6 SOIL
L ak
600 IN
,+IV *41.i,-C°Y PACT[p DLi
ORLL-00.w soli I: 3.00
bR rRLL�ouPAcrsb Flu
MULTIPLE UNIT SINGLE UNIT
USPS CBU CONCRETE PAD (PLAN & SECTION)
NOT TO SCALE
g" 6„
1" BATTER -6 F1" BATTER
SLOPE 1 "/FT.
N o
SLOPE 3/8"/FT
4.
OLD
17" 7" 7" 17"
2'-0" 2,-0„
PITCH CURB NORMAL CURB
NOTES:
1. ALL CONCRETE SHALL BE 3,000 PSI.
2. PROVIDE CONTROL JOINTS EVERY TEN FEET (1 DO).
3. PROVIDE EXPANSION JOINTS EVERY FIFTY FEET (50).
4. PROVIDE EXPANSION JOINT WHERE CURB ABUTS
SIDEWALKS, OR OTHER STRUCTURES.
5. PROVIDE LIGHT BROOM FINISH.
24" STANDARD CURB & GUTTER
1.5" S-9.513 NCDOT SURFACE COURSE
TACK COAT
[-1*5" S9.56 (ASPHALT CONCRETE SURFACE
COURSE) NCDOT ASPHALTIC BINDER COURSE
r-- PRIME COAT
L- 10" COMPACTED AGGREGATE BASE COURSE AT 100%
MAXIMUM DRY DENSITY
4" COMPACTED SUB -BASE AT 98%
MAXIMUM DRY DENSITY (AS PER
SPECIFICATIONS)
GENERAL NOTE FOR PAVEMENT SECTIONS:
I CONTRACTOR SHALL COORDINATE WITH SUMMIT ENGINEERING FOR FINAL PAVEMENT DESIGN
2 THE FINAL 1 5" LIFT OF S9 5B SURFACE COURSE MUST BE PLACED ON THE INTERMEDIATE SURFACE
COURSE ONCE THE DEVELOPMENT OR APPROVED PHASE OF THE DEVELOPMENT HAS RECEIVED 75% OF
THE OCCUPANCY PERMITS FOR THE DEVELOPMENT OR APPROVED PHASE OF DEVELOPMENT
PAVEMENT SECTION
NOT TO SCALE
MAX SLOPE W
w w W 1.50% W w w w r
I 1k I `I' S S'> 1, `I SLOPE NOT TO EXCEED
O� Opp °v 1.50% ION.N ANY DIREECTION
NOT TO SCALE
SHALL BE A SQUARE GRID, EQUAL IN BOTH
DIRECTIONS. DOMES SHALL BE ALIGNED IN
THE DIRECTION OF THE PEDESTRIAN TRAVEL
AND DIRECTED TOWARD RAMP ON OPPOSITE
SIDE OF THE STREET. 2 35rii
00000000000000000000 2.3511
MAY VARY 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
24000000000000000000000
0.4511 TO 0.61I 000000000000000000000
TYP. 000000000000000000000
000000000000000000000
O O O O O O O O O O O O O O O O O O O O O
0.211
000000000000000000000
00000oo410MINoOR0000000
0.9 RAMP/LANDING WIDTH
ELEVATION PLAN VIEW
NOTE:
/MAX SLOPE\
1.50% +
�MAX SLOPE �q� MAX SLOPE
OO
spy 'F 5.00% 5.00%
9O
�so0osog AF
NOTE:
ALL SIDEWALKS TO MEET 0090
ADA STANDARDS
y MAX SLOPE
1.50%
1. DETECTABLE WARNING SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A
DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A
CENTER TO CENTER SPACING OF NOMINAL 2.35 INCHES AND SHALL CONTRAST
VISUALLY WITH ADJOINING SURFACES. IF THE SIDEWALK AND RAMP ARE CONSTRUCTED
OF CONCRETE, THE WARNING AREA SHALL BE RED BRICK IN COLOR. IF THE
SIDEWALK AND RAMP ARE CONSTRUCTED OF RED BRICK, THE WARNING AREA SHALL
BE GRAY IN COLOR. THE COLOR USED TO PROVIDE CONTRAST SHALL BE AN
INTEGRAL PART OF THE WALKING SURFACE.
2. BRICK PAVERS SHALL BE SET IN A WET MORTAR BED ON A 4" MIN. THICK
CONCRETE FOUNDATION.
DETECTABLE WARNING DETAIL
NOT TO SCALE
TYPICAL SIDEWALK INTERSECTION
NOT TO SCALE
--------REAR LOT SWALE_ PROPERTY 1.5_% MIIA AS APPLICABLE
GENERALLY_ OFF THE
REAR PROPERTY LINE PROPERTY LINE. SEE
Y PLAN FOR LOCATION.
Iin
m
SWALE BETWEEN I (n w
LOTS W/ FLOW i I In i z
N GENERALLY GRADE 1.5% MIN
DIRECTION AS I TO SWALES ~O
SHOWN HIGH _J
POINT IN CENTER
OF 86' BUILDING
PAD ENVELOPE
f: 0.20'
BUILDING
PAD ENVELOPE
Z
to
86' o
TYP. �
x *FG: 0.63'
z
o FP: 1.13' :2
�0
20' SETBACK X,FG: 0.20'
I I
I � DRIVEWAY SHOWN
FOR INFORMATION
O 0 ONLY LOCATION
20' BUILDING N AND SPECIFICATION
SETBACK i i BY BUILDER
-- --�-- -- -- HIGH SIDE LOT
LOT WIDTH VARIES FG: 0.0 REFERENCE
- - I - R/W
VARIES 1
2% TYP
ROAD �
LOT GRADING
HIGH POINT CENTER OF PAD
NOT TO SCALE
24"
SLOPE 1" F-
3000 PSI CONCRETE
VALLEY GUTTER DETAIL
, PRjES
NOT TO SCALE
p �Z%) MPX
NOTE TO DESIGNER:
THIS DETAIL ONLY TO BE USED WHEN
SIDEWALK IS MINIMUM 15' BEHIND CURB.
RAMP SLOPE NOT TO
��s�o�
EXCEE�1:12 (TYP)
6,
4" THICK CONCRETE SIDEWALK
FACE OF WALL
\'F,p
LIMITS OF DETECTABLE
\� oo
4
WARNING SURFACE
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Q
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CURB GUTTER (TYP) (6" HIGH)
8
MAN
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SORB R
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MAN FLU 0
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CURB
j PPER
5' 5-MIN
5'
ISOMETRIC VIEW OF RAMP
DETECTABLE
WARNING MIN FLUSH
MINCURB
FLARED SIDE (TYP )
MAX SLOPE 1:10
NOTES:
I CONSTRUCTION OF ACCESSIBLE CURB RAMP SHALL CONFORM TO ALL APPLICABLE
FEDERAL, STATE AND LOCAL CODES AND ORDINANCES
2 TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF
ABRUPT CHANGES MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY
ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20 (5%)
3 CURB RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH OF CURB
RAMP SEE DETECTABLE WARNING DETAIL
4 LONGITUDINAL SLOPE OF SIDEWALK TO BE NO GREATER THAN 1:20 (5%)
CURB RAMP "TYPE B"
W/ PERPENDICULAR SIDEWALK
NOT TO SCALE
PLAN
NOTES:
I CONSTRUCTION OF ACCESSIBLE CURB RAMP SHALL CONFORM TO ALL APPLICABLE
FEDERAL, STATE AND LOCAL CODES AND ORDINANCES
2 TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF
ABRUPT CHANGES MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY
ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20 (5%)
3 CURB RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH OF CURB
RAMP SEE DETECTABLE WARNING DETAIL
CURB RAMP "TYPE A"
NOT TO SCALE
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JOB NO:
J-2784
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
NTS
C3e24
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6"
(15cm)
12"(30cm) CHANNEL
4"(10an) INSTALLATION
DETAIL
CRITICAL POINTS
A. Overlaps and Seams
B. Projected Water Line
C. Channel Bottom/Side Slope Vertices
A A
B C $ C
Drawing Not To Scale
NORTH
AMERICAN
GREEN'
5401 St. Wendel - Cynthiana Rd. PH: 800-722-2040
Poseyville, IN 47633 www.nagreen.com
NOTES:
*Horizontal staple spacing should be
altered if necessary to allow staples to
secure the critical points along the channel
surface.
**In loose soil conditions, the use of staple
or stake lengths greater than 6"(15cm) may
be necessary to properly secure the
RECPs.
Disclaimer:
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
CHANNEL EROSION CONTROL
BLANKET INSTALLATION
NOTE: S75 MATTING TO BE USED;
OR APPROVED EQUIVALENT
Drawn on: 5-4-17
1. Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary application of
lime, fertilizer, and seed.
2. Begin at the top of the channel by
anchoring the RECPs in a 6"(15cm)
deep X 6"(15cm) wide trench with
approximately 12"(30cm) of RECPs
extended beyond the up -slope portion
of the trench. Use ShoreMax mat at the
channel/culvert outlet as supplemental
scour protection as needed. Anchor the
RECPs with a row of staples/stakes
approximately 12"(30cm) apart in the
bottom of the trench. Backfill and
compact the trench after stapling. Apply
seed to the compacted soil and fold the
remaining 12"(30cm) portion of RECPs
back over the seed and compacted soil.
Secure RECPs over compacted soil
with a row of staples/stakes spaced
approximately 12" apart across the
width of the RECPs.
3. Roll center RECPs in direction of water
flow in bottom of channel. RECPs will
unroll with appropriate side against the
soil surface. All RECPs must be
securely fastened to soil surface by
placing staples/stakes in appropriate
locations as shown in the staple pattern
guide.
4. Place consecutive RECPs end -over -end
(Shingle style) with a 4"-6" overlap. Use
a double row of staples staggered 4"
apart and 4" on center to secure
RECPs.
5. Full length edge of RECPs at top of side
slopes must be anchored with a row of
staples/stakes approximately 12"(30cm)
apart in a 6"(15cm) deep X 6"(15cm)
wide trench. Backfill and compact the
trench after stapling.
6. Adjacent RECPs must be overlapped
approximately 2"-5" (5-12.5cm)
(Depending on RECPs type) and
stapled.
7.In high flow channel applications a
staple check slot is recommended at 30
to 40 foot (9 -12m) intervals. Use a
double row of staples staggered
4"(10cm) apart and 4"(10cm) on center
over entire width of the channel.
8. The terminal end of the RECPs must be
anchored with a row of staples/stakes
approximately 12" (30cm) apart in a
6"(15cm) deep X 6"(15cm) wide trench.
Backfill and compact the trench after
stapling.
NOT TO SCALE
--------------------------------------------------------------------------------------------------------------- ------------------------------------ - -------------------------------------------------------------------------------------------------------------------------
4'MIN LANDING
SIDEWALK AREA
RAMP SLOPE /
(TYP)
10
DETECTABLE WARNING \\\� \\\\ \� %
SURFACE (TYP)
RAMP WIDTH
V AUN =— ` DEPRESSED 2-6"
CURB & GUTTER
DEPRESSED 2-6"
CURB G' GUTTER
(HEIGHT VARIES
CURB REVEAL DETERMINED
BY FLARE SLOPE)
TYPE —A
6" CONCRETE CURB
SIDEWALK WIDTH
S'AH
SIDEWALK WIDTH
0
ACE
12"MIN DEPRESSED 2'-6"
SIDEWALK WIDTH
5'MIN.
PAY LIMITS FOR 2 CURB RAMPS
6" CONCRETE CURB
i�iii elf\\ 4v yN�t v
��gF? v
sL
(TYP) —
6" CONCRETE CURB J \ �� "o / i
\.� 70% ? 70°k \ Y/ 24 TYP.
Dhk99 )� /' a = �/ / I2" MIN.
& GUTTER /\�/\� i/ RAMP WIDTH
/ j \ 4'MIN.
DETECTABLE WARNING
\— DEPRESSED 2-6-
CURB G' GUTTER
(HEIGHT VARIES
TYPE 5 CURB REVEAL DETERMINED
BY FLARE SLOPE)
RAMP WIDTH— \
`
/ \ j CURB & GUTTER
4'M/N \
� DETECTABLE WARNING
� SURFACE
(TYP)
� — "I
DEPRESSED
(1) 8.33% (72:1) MAX RAMP SLOPE
2'4" CURB & GUTTER
(HEIGHT VARIES
CURB REVEAL °E7ER'"'"E°
U CROSS SLOPE: 2.00%
TYPE 4A BY FLARE SLOPE)
OCURB RAMPS REQUIRE A (4'-011) MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE
OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.
SLOPE TO DRALN TO CURB.
REFER TO ROADWAY STANDARD DRAWING NUMBER 848.05 SHEET 3 OF 3 FOR ALL RAMP NOTES
SIDEWALK
5'MIN.
c .4 SEAL4 -
022966 t -
IZi F�INE4P/a,,j
4" SAN SWR
CLEANOUT (TYP)
3/4" DOMESTIC AND
IRRIGATION DUAL METER
APPROXIMATE
LOCATION OF UNION
POWER OUTSIDE
UTILITY EASEMENT
R/W
25'
1-f APPROXIMATE
LOCATION OF UNION
POWER LIGHT POLE
5' UTILITY 20' (MIN)
EASMENT
SLOPE 5
® 1.5%
(2% MAX)
WATER CENTERED UNDER
SIDEWALK PER UCPW
(MIN 3' COVER)
4" SAN SWR
CLEANOUT (TYP)
3/4" DOMESTIC AND
IRRIGATION DUAL METER
APPROXIMATE
LOCATION OF UNION
POWER OUTSIDE
UTILITY EASEMENT
4" SAN SWR
CLEANOUT (TYP)
3/4" DOMESTIC AND
IRRIGATION DUAL METER
APPROXIMATE LOCATION OF
UNION POWER OUTSIDE
UTILITY EASEMENT
2:1 CUT
3:1 FILL
6'
PLANTING
STRIP
R
3/4" DOMESTIC
WATER METER
4" SAN SWR
LATERAL (TYP)
50' R/W (TOTAL)
SEWER UNDER
ROAD PER UCPW
R/W
25'
APPROXIMATE
LOCATION OF UNION
POWER LIGHT POLE
20' (MIN)
5' UTILITY
EASMENT
(MIN.) 4" SAN SWR
6' S'-�" CLEANOUT (TYP)
PLANTING
STRIP SLOPE 3/4" DOMESTIC AND
1.5% IRRIGATION DUAL METER
R (2% MAX)
2:1 CUT MAX.
TYPICAL RESIDENTIAL LOCAL SECTION
NOT TO SCALE
R/W
31'-6"
APPROXIMATE
LOCATION OF UNION
POWER LIGHT POLE
5' UTILITY 26' (MIN)
EASMENT
8'
PLANTING
SLOPE S STRIP
1.5%
1 (2% MAX)
63' R/W (TOTAL)
APPROXIMATE LOCATION OF
PIEDMONT NATURAL GAS TO BE
INSTALLED ON OPPOSITE SIDE
OF ROAD THAN WATERMAIN
KEY
OS CONCRETE SIDEWALK
® 2'-0" VALLEY GUTTER
3:1 FILL MAX.
APPROXIMATE
LOCATION OF UNION
POWER OUTSIDE
UTILITY EASEMENT
R/W
31 '-6"
APPROXIMATE
LOCATION OF UNION
POWER LIGHT POLE
26' (MIN)
UTILITY
EASMENT
(MIN.) 4" SAN SWR
8' 5'-0" CLEANOUT (TYP)
1 6' 1 6' PLANTING
STRIP SLOPE 3/4" DOMESTIC AND
® 1.5% IRRIGATION DUAL METER
SLOPE 2.08% MAX. SLOPE 2.08% MAX. R (2% MAX)
2:1 CUT MAX.
S
3:1 FILL MAX.
APPROXIMATE
APPROXIMATE LOCATION OF
3/4" DOMESTIC PIEDMONT NATURAL GAS TO BE
LOCATION OF UNION
WATER METER INSTALLED ON OPPOSITE SIDE
POWER OUTSIDE
OF ROAD THAN WATERMAIN
UTILITY EASEMENT
WATER CENTERED UNDER 4" SAN SWR SEWER UNDER
SIDEWALK PER UCPW
LATERAL (TYP) ROAD PER UCPW K E Y
(MIN 3' COVER)
OS CONCRETE SIDEWALK
TYPICAL RESIDENTIAL COLLECTOR SECTION ® 2'-0" VALLEY GUTTER
NOT TO SCALE
R/W
40' —
^ SIDEWALK PERUCPW
(MIN 3' COVER)
LATERAL (TYP)
80' R/W (TOTAL)
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CRESSWIND BOULEVARD SECTION
40'
KEY
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® 2'-0" VALLEY GUTTER
R/W
1" SAN SWR
:LEANOUT (TYP)
3/4" DOMESTIC
AND IRRIGATION
DUAL METER
f MAX.
MAX.
APPROXIMATE
LOCATION OF
UNION POWER
OUTSIDE
UTILITY
EASEMENT
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JOB NO:
J-2784
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
NTS
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C3.25

DIMENSIONS AND REINFORCING FOR CONCRETE
FLARED END SECTIONS ± III TOLERANCE
PIPE
DIA
FRONT
BAR
BACK
RODS
SLOPE
A
B
C
L
E
P
R
R
12
1-#3x5 -4
NOT REQ'D
2 2:1
4
2'-0"
4 -I
6'-1"
2'-0"
1'-8"
10"
9"
15"
1-#3x6'-O"
NOT REO'D
2 2:1
6"
2'-3"
3'-10'
6'-1"
2'-6"
2'-0"
1'-0"
11"
18"
1-#3x7'-2"
NOT REO'D
2 2:1
9"
2'-3"
3'-10'
6'-1"
3'-0"
2'-6"
1'-4"
1'-0"
24"
I-#3x9'-10"
NOT REQ'D
2 4:1
10"
3'-8"
2'-6"
6'-2'
4'-0"
2'-9"
1'-5"
1'-2"
30"
I-#4xII'-8"
NOT REQ'D
2 4:1
12"
4'-6"
1'-8"
6'-2'
5'-0"
3'-1"
1" 6"
I'-3"
36"
I-#4x13'-10"
2'#4x6'-3"
2 4:1
15"
5'-3"
2'-11"
8'-2'
6'-0"
4'-0"
2'-0'
1'-8"
42"
I-#4x13'-10"
2-#4x7'-4"
2 4:1
21"
5'-3"
2'-11"
8'-2'
6'-6"
4'-6"
2'-4'
1'-10"
NOTE:
SPECIFIED REINFORCING IS MINIMAL AND MAY BE INCREASED AT PRODUCERS
OPTION TO AID CASTING & HANDLING. ALTERNATE REINFORCEMENT PERMITTED
IF ACCEPTABLE TO ENGINEER.
REINFORCING CAGE:
1' WIRE FABRIC HAVING SAME STEEL AREA AS INNER CAGE FOR CL. III PIPE, AASHTO M-170, BUT
PLACED IN
CENTER OF WALL.
2. ALTERNATE: #3 BARS SPACED 12"± LONGITUDINALLY WITH #2 BARS TRANSVERSELY AT 6" O.C. MAX.
SPACING, SPOT WELDED OR TIED TO FORM CAGE.
NOTE:
CONTRACTOR WILL INFORM PRODUCER IF CONCRETE FLARED END SECTION IS FOR INLET OR FOR
OUTLET
END. SOCKET (TONGUE OR SPIGOT) END IS REQUIRED FOR INLETS. HUB (GROOVE OR BELL) END IS
REQUIRED FOR OUTLETS. SOCKET TO SOCKET OR HUB TO HUB JOINT WILL NOT BE ACCEPTED UNLESS
A REINFORCED CONCRETE COLLAR IS BUILT AROUND THE JOINT WITH NO PAYMENT BEING MADE FOR
THE COLLAR. FLARED END SECTIONS SHALL BE JOINTED TO PIPE WITH ALL SPACE IN THE JOINT
FILLED WITH PREFORMED PLASTIC GASKET (SEC.848). WALL THICKNESS (T) IS SHOWN AS NOMINAL
AND MAY BE INCREASED AT PRODUCERS OPTION FOR DESIRED JOINT DESIGN OR TO ALLOW A FLAT
OUTSIDE BOTTOM ON THE FLARE, WITH INSIDE DIMENSIONS OF FLARE RETAINED AS SHOWN.
T = PIPE WALL THICKNESS (0.08330+1 "± TYPICAL).
CONCRETE FLARED END SECTION
NOT TO SCALE
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NOTES:
CONSTRUCT STANDARD SIDEWALK 5' WIDE AND
4" THICK UNLESS OTHERWISE DENOTED ON PLANS.
PLACE A GROOVE JOINT 1" DEEP WITH 1/g" RADII
IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
ONE L$" EXPANSION JOINT WILL BE REQUIRED AT 50'
INTERVALS. A 1t" EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
SEE STD. DWG. 848.05 FOR WHEELCHAIR RAMP LOCATION
REQUIREMENTS AND CONSTRUCTION GUIDELINES.
1/8RAD
SURFACE OF
SIDEWALK
JOINT SEALER
1,t" JOINT WIDTH_
JOINT FILLER
T = SIDEWALK THICKNESS
TRANSVERSE EXPANSION JOINT
IN SIDEWALK
/ 11" EXPANSION JOINT
BUILDING, /
WALL, ETC.
PROPOSED
CONCRETE PI
SIDEWALK
PLAN VIEW
FILL h" WIDE x 1" DEEP GROOVED OR
SAWN JOINT WITH JOINT
SEALING COMPOUND
14;" RAD 1" RAD
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
NOTE: SIDEWALK SHALL BE THICKENED TO 6'' WITHIN
DRIVEWAYS
1 1 /4" DIA. HOLE
(OPTIONAL FOR SIZES
SMALLER THAN 36")
X
CO I
END SECTION TO PIPE JOINT
SHOWN AS TYPICAL: HUB END
ON OUTLET END SECTIONS;
SOCKET END ON INLET END
SECTIONS
SOCKET
END (INLET)
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REINFORCING CAGE'
LINFT. FLARED END SECTION PER EAC#�
PIPE
SECTION X—X
E
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BACK
30 D
FRONT
NOTE:
DO NOT CUT CONCRETE PIPE. USE FULL LENGTH
END SECTIONS ONLY. WARP SLOPE TO CONFORM
WITH PIPE LENGTH AND END SECTION.
2"±
SINGLE CAGI
REINFORCIN(
(IN APPROk
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WALL
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JOB NO:
J-2784
DATE:
4/5/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
I" = 50'
C3.26