HomeMy WebLinkAboutDrawings-ALLOWABLE -
TAPPING AREA
BOTTOM LIP OF CONNECTING'
PIPE SHALL NOT DIP BELOW
CENTERLINE OF MAIN.
SIDEWALK
O
3.5' MAX
(SEE NO
2.0'
2' PVC
(SEE NOTE 4)
STD. 450 PVC BEND
•"w"�,�t°�7xr '{t.�,w ... �' i„+..s-,:_ Ri '�s.a.>miS � e ...? �--"i,`sfl
CONC. CURB
& GUTTER
C%1 r%f—to/A I i>
SEE NOTE 5-
4" PVC EXTENSION
W/PVC CA=P
(SEE NOTE 13)
PVC WYE WITH
PVC CAP
(SEE NOTE 3)
SEE NOTE 5
(TYPICAL)
/ 1 `—TEE WYE SERVICE FITTING
ASTM D3034 SDR26 PIPE (SEWER WYE AND 1/80 BEND)
Z
D. PVC COUPLING W/GASKETS @1.0% MIN. PLAN
(PIPE IS NOT T4 BE PLACED7SEWER LINE
HORIZONTALLY) ,.
Pj?OFIlX
CITY ' COLLEGE STATION
SEWLR SERVICE LINE CROSSING-
NOTE:
1. WHERE DOUBLE WYE SERVICE
ELEVATION IS LESS THAN 2'-7"
BELOW PROPOSED BACK OFCURB,
MIN. SLAB ELEV. MUST BE SET TO R -O -W OR EDGE R -O -W OR EDGE OF EA EMENT
ALLOW SANITARY SEWER SERVICE, 4" PVC EXTENSION OF EASEMENT
W/PVC CAP
2. MARK EACH SERVICE END WITH 1 VARIES'
METAL "T" POST PAINTED GREEN. (SEE NOTE 3) 2.0'
3. ALL MATERIAL SHALL BE ASTM le
VARIES
D3034 SDR26 W/ GASKETS PVC WYE WITH w ' '• ' 3.5` MAX.
PVC CAP aw Y:.(SEENOTEI I'
4. ALL SERVICE CONNECTIONS & (SEE NOTE 3) z ra^ AND NOTE 6)
EXTENSIONS ARE TO BE INSTALLED IML1% i 3.5' MAX.
WITH THE MAIN LINE CONSTRUCTION.
(SEE NOTE 1.) I
5. A CLEAN OUT IS REQUIRED AND PVC (SEE NOTE 3)
WILL BE .INSTALLED BY THE PLUMBER � ( MIN. 1% SLOPE)
AT THE ROW FOR EACH SERVICE.
6. WHEN SERVICE CONNECTION IS DEEP, ,,o STD. 450 BEND
CONTRACTOR MUST PLACE A VERTICAL
STACK THAT SHALL BE BROUGHT WITHIN ~ STACK VARIES
3-1/2 FEET BELOW NATURAL GROUND, O IN HEIGHT
u�
0
w
CL w
CL w
Sipes',
. ALLOWABLE -
TAPPING AREA
11501157
.BOTTOM LIP OF CONNECTING
PIPE SHALL NOT DIP BELOW
CENTERLINE OF MAIN.
SEE NOTE 5
W 2.0 p
PLAN PVC (SEE NOTE 3) cl) j a
STD. 45 BEND' w
(MIN.1 /° SLOPE) w
TEE WYE SERVICE TEE WYE SERVICE
FITTING (SEWER TEE) FITTING (SEWER
WYE AND I]$ BEND)
STANDARD CONNECTIONPROFILE
CITY OF COLLEGE STATION
SANIr'-PARY S
LWLR SERVICE CONNECTION
DEEP CONNE
z
w
ONP.R'OFILE
CITY OF BRY�.I\T
?he Coed Life, Texas Style.'
I
DRAWN BY=ClA..'
DATEi 08-01-12
SCALES N T S
APPROVED= W.P.K.,
FIGURE:
EST01
SHEE.T. 7 OF 7.
f
_
a
is F���^„-
4 C: SrY � 9t.rF ham„
ter, ' tai.N P` P ''i0
S3
G_b..��Vr t ,l�,01- LACK OFCURB,
SLAB El EV. lhiUST BE SET TO
Pd SANITARY SEWER SERVICE.
-LOW
2. IA,RK EACH SERVICE END WITH
METAL "T° POST PAINTED GREEN.
AL SHALL BE ASTIR
S. AL
D3034 SDR26 W/ GASKETS
4. A L I_ SERVICE CONNECTIONS &
'ice:�'�'E'-ISIONS ARE TO 13E INSTALLED
�
r el T H THE MAIN LINE CONSTRUCTION.
K
5. f"-'g#TCLEAN OUT IS REQUIRED AND
� �.0
V,11LL BE INSTALLED BY THE PLUMBER
AT THE ROW FOR EACH SERVICE.
6. LOT CORNERS SHALL BE MARKED WITH
A LATH UNDER THE SUPERVISION OF A.
RPLS UPON COMPLETION OF
CONSTRUCTION
7. WHEN SERVICE CONNECTION IS DEEP,
CONTRACTOR MUST PLACE A VERTICAL
STACK THAT SHALL BE BROUGHT WITHIN
3-1/2 FEET BELOW NATURAL GROUND.
-ALLOWABLE -
TAPPING AREA
BOTTOM LIP OF CONNECTING'
PIPE SHALL NOT DIP BELOW
CENTERLINE OF MAIN.
SIDEWALK
O
3.5' MAX
(SEE NO
2.0'
2' PVC
(SEE NOTE 4)
STD. 450 PVC BEND
•"w"�,�t°�7xr '{t.�,w ... �' i„+..s-,:_ Ri '�s.a.>miS � e ...? �--"i,`sfl
CONC. CURB
& GUTTER
C%1 r%f—to/A I i>
SEE NOTE 5-
4" PVC EXTENSION
W/PVC CA=P
(SEE NOTE 13)
PVC WYE WITH
PVC CAP
(SEE NOTE 3)
SEE NOTE 5
(TYPICAL)
/ 1 `—TEE WYE SERVICE FITTING
ASTM D3034 SDR26 PIPE (SEWER WYE AND 1/80 BEND)
Z
D. PVC COUPLING W/GASKETS @1.0% MIN. PLAN
(PIPE IS NOT T4 BE PLACED7SEWER LINE
HORIZONTALLY) ,.
Pj?OFIlX
CITY ' COLLEGE STATION
SEWLR SERVICE LINE CROSSING-
NOTE:
1. WHERE DOUBLE WYE SERVICE
ELEVATION IS LESS THAN 2'-7"
BELOW PROPOSED BACK OFCURB,
MIN. SLAB ELEV. MUST BE SET TO R -O -W OR EDGE R -O -W OR EDGE OF EA EMENT
ALLOW SANITARY SEWER SERVICE, 4" PVC EXTENSION OF EASEMENT
W/PVC CAP
2. MARK EACH SERVICE END WITH 1 VARIES'
METAL "T" POST PAINTED GREEN. (SEE NOTE 3) 2.0'
3. ALL MATERIAL SHALL BE ASTM le
VARIES
D3034 SDR26 W/ GASKETS PVC WYE WITH w ' '• ' 3.5` MAX.
PVC CAP aw Y:.(SEENOTEI I'
4. ALL SERVICE CONNECTIONS & (SEE NOTE 3) z ra^ AND NOTE 6)
EXTENSIONS ARE TO BE INSTALLED IML1% i 3.5' MAX.
WITH THE MAIN LINE CONSTRUCTION.
(SEE NOTE 1.) I
5. A CLEAN OUT IS REQUIRED AND PVC (SEE NOTE 3)
WILL BE .INSTALLED BY THE PLUMBER � ( MIN. 1% SLOPE)
AT THE ROW FOR EACH SERVICE.
6. WHEN SERVICE CONNECTION IS DEEP, ,,o STD. 450 BEND
CONTRACTOR MUST PLACE A VERTICAL
STACK THAT SHALL BE BROUGHT WITHIN ~ STACK VARIES
3-1/2 FEET BELOW NATURAL GROUND, O IN HEIGHT
u�
0
w
CL w
CL w
Sipes',
. ALLOWABLE -
TAPPING AREA
11501157
.BOTTOM LIP OF CONNECTING
PIPE SHALL NOT DIP BELOW
CENTERLINE OF MAIN.
SEE NOTE 5
W 2.0 p
PLAN PVC (SEE NOTE 3) cl) j a
STD. 45 BEND' w
(MIN.1 /° SLOPE) w
TEE WYE SERVICE TEE WYE SERVICE
FITTING (SEWER TEE) FITTING (SEWER
WYE AND I]$ BEND)
STANDARD CONNECTIONPROFILE
CITY OF COLLEGE STATION
SANIr'-PARY S
LWLR SERVICE CONNECTION
DEEP CONNE
z
w
ONP.R'OFILE
CITY OF BRY�.I\T
?he Coed Life, Texas Style.'
I
DRAWN BY=ClA..'
DATEi 08-01-12
SCALES N T S
APPROVED= W.P.K.,
FIGURE:
EST01
SHEE.T. 7 OF 7.
f
SAND BAG
R FABRIC NOT TO
R DRAIN INLET*
)CK SIZE
411 TO 1-1/2"
FILTER
FABRIC
SANDBAG
STORM DRAIN INLET YROTE
HAY BALES
METAL -T-POST AS
REQ'D. TO MAINTAIN
CTION,
11111141
m
(A
z
(j)
w
cc
SWPP1-00
MINIMUM 12' SHALL BE FULL
NOTE: WIDTH OF SITE ENTRANCE
HAY BALES ARE USED TO DETAIN AND/OR
FILTER SEDIMENT -LADEN RUNOFF. THE
PROTECTION ALLOWS SEDIMENT TO
SETTLE PRIOR TO DISCHARGE INTO A6" MIN. DEPTH STONE VARIES ----�>
O w
STORM DRAIN INLET OR CATCH BASIN. STM D448 3" TO 5"
NS MMETER)E FABRIC OVER 10 A(CJ310
GEOTEXTIL
WITH SAME SQUARE
FOOTAGE
A
A i 000
METAL T -POST AS
REQ'D'TO MAINTAIN
EXISTING STREET ----�.��
NOTE:
oil' IN. DRESS WITH ADDITIONAL
HAYBALE 6 M
STONE Aiv_-J�NEEDED. STONE
.
IS TO BE MAINTAINED SO AS
TO PREY NT CONSTRUCTION � Q+
TRAFFIC FROM TRACKING
III IU
MUD ONT,
STREETSADJACENT PUBLIC
.
III III /
TILE
FABRIC
EROSION CONTROL. ALONG DITCH. sECTIo1vA A SUBGRADE
EXIT SILT C6NTROL
SWPP1-01 CONSTRUCTION
"'X4"l WIRE MESH a Vv'L131 QQ
FASTENED TO T -POST
SEDIMENT CONTROL FABRIC
GENERAL NOTES: clo
FASTEN -ED SECURELY TOa �
T-POSTA WIRE MESH
ALL AREAS WHERE EXITING VEGETATION AND GRASI. COVER
METAL T -POST AS 8"' OF FILTER FABRIC TO EXTEND HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY
REQ'D TO MAINTAIN INTO A TRENCH AND BE ANCHORED BLOCK SODDED, OR HYDROMULCHED AND WATERED UNTIL
WITH COMPACTED BACKFILL S WHERE GRASS
SPACED6'APART GROWTH IS ESTABLISHED. IN DEVELOPED AREA
PRESENT,BLOCK SOD WILL BE REQUIRED. BARED AREAS
IS
EDE-D OR SODDED WITHI-N 14 CALENDAR DAYS OF -
ALLOW 2.5' TO 5, AT TOE OF SHALD
BE SE.
SILT FENCE AND/OR SLOPE FOR SEDIMENT TO LAST ISTURBANCE.
HAY BALES TO BE ACCUMULATE. ALIGN FENCE
USED IN AREAS OF ALONG. SLOPE CONTOURS. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED
'
DRAINAGE FLOW DURING THEENTIRE TIME THAT EARTH HAS BEEN BARED BY
AY IN PLACE. UNTIL ACCEPTABLE
Ow CONSTRUCTION A*ND*SHALL ST
u DjRF'C'fjOt4 OF FLAW VEGETATIVE GROWTH4S ESTABLICONTRACTOR
ED AFTER CO:NSTRUCTION IS
-NATURAL GROUND D'THEN REMOVED B.
COMPLETE AN
A,
4 ALL EROSION CONTROL MEASURES SHOULD BE. CLEANED OF
Avl/ SILT AFTER EVERY RAIN. CfFY OF BRYAN
ne CoodLffc, Texas &I
A
4"X4" MIN. TRENCH
20
z:
SILT FENCE ASSEMBLY.
SWPP1-03
DRAWN BY= C.L.
DAM 08-01-12
SCALE: N T S
APPROVED:W.P.K.
FIGURE:
. Wp 1.
P
SHEET 1 Or
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•
.mss
Y .u'YfF+Sir$7T{y* rye.'
�.: .. - l'1`iH�`,d._ .f�K1+°6Y.7nn �19"-.'YaE�'e4 •e'7
CROSSWALKS:D rJECTA ......
.�._..�..,a..a. � W
/—DETECTABLE n-BLENVA,RNINGS
CRPEDESTRIAN � � -�
_.,
WARNING SURFACE
CROSSWALK MARKINGS A
Cri��^ ,ITS RE IMPORTANT TRAFFICN� ie CONTROL DEVICES AT CONTROLLED INTERSECTIONS. �,THESE DEVICEs IDENTIFY � � 0T � S.�.
THE APPROPRIATE LOCATION 1, CURB RAMPS MUST C
s 0�0 LANDING FOR PEDESTRIANS TO CROSS THE I ®NTAIN A ®ETECTABLE
c� NTERSECTiO SURF WARNING
WELL AS INFORMING DRIVERS WHERE PEDESTRIANS ACE THAT CONSISTS OF RAISED TRUNCATEDMA&Z
DOMES COMPLYING WITH SECTION POSSIBLE SL TUE LEAST
T� MAYBE PRESENT. NOT ALL LOCATIONS NEED THE ACCESSIBILITY STAN 4'29 ®F THE TEX!gS OPE THAT WILL STILL DRAIN PROPERLY
CROSSWALKS MARKED; DARDS (TAS). THE SURFACE MUST SHOULD.BE USED. ADJUST CURB RAMP LENGTH OR G
-_ HOWEVER, TYPICALLY CONTRAST VISUALLY WITH ADJOfNING SURFACESOF APPROACH SIDE RADE
s Q ;�i_= 4" COLLECTO ND ARTERIAL SWALKS
4' MAX. R A STREETS DO. AS STATED INCLUDING SIDE FLARES. FURNISH D ROWA DIRECTED,
IN THE TMUTCD, AN ENGINEERING STUDY SHOULD ARK BROWN OR II.
,�, �• .4=�� �: AND USUAL LD BE ®ARK RED DETECTABLE WARNING SURFACE ® 2. LANDINGS SHALL BE A 5' X 5' MINIMUM
IN
PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT UNCOLORED CONCRETE U ADJACENT TO 2/° SLOPE IN ANY D M WITH A MAXIMUM
LOCATIONS OTHER THAN CONTROLLED INTERSECTION IN THE PLANS, 9 UNLESS ELSEINHERE DIRECTION.
t S' 3. MANEUVERING SPACE AT TH
THE CITY OF BRYAN'S P E BOTTOM
REFERENCE FOR MARKING 2, DETECTABLE WARNING SURFACES MUST BE SLIP SHALL BE A MINIMUM OF 4'X 41'WHOLLY
URB RAMPS
CROSSWALKS IS THE LONGITUDINAL OR " RESISTANT A THE C CONTAINED WITHIN
AND NOT ALLOW WATER TO ACCUMULATE. CROSSWALK AND WHOLLY OUTSIDE
STYLE). THE CITY OF COLLEGE ( LADDER MULAT THE
E STATION S E, VEHICULAR TRAVEL PATH, PARALLEL
7FACE OF
PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE 3• ALIGN TRUNCATED DOMES IN THE ®IR
6,. MIN' HOWEVER, IN THE NORTHGATE AR PEDESTRIAN TRAVEL DIRECTION OF 4. MAXIMUM ALL
10" MAX. EA, ADJACENT TO L WHEN ENTERING THE STREET. CURB R OWABLE CROSS
;SLOPE ON SIDEWALK AND
CURB SCHOOL OR SCHOOL ZONES, AND OTHER HIGH AMP IS 2%.
PEDESTRIAN CROSSINGS THE LONGITUDINAL OR 4 APPROXIMATE LO EAS N SHEETS 3 AND 4 INDICATE THE 5. CURB R
���_' "LADDER" ( LOCATION FOR THE DETEC AMPS WITH RETURNED CURB
I E ENT OFDWAIRN17VG
LADDER STYLE) IS- PREFERRED. DEVIATION FROM APPROX ABLE WARNING W S MAY BE USED O
ETECTLE THESE PREFERENCES WILL BE ALLOWED SURFACE FOR EACH CURB RAMP TYPE HERE PEDESTRIANS WOULD NOT ONLY
THE APPROVAL OF THE CITY E ONLY WITH THE RAMP, EITHER BECAUSE NORMALLY WALK ACROSS
SURFACE ON DING
ENGINEER. 5. DETECTABLE WARNING SURFACES S PLANTING OR OTHER AUSE THE ADJACENT SURFACE IS
AT T�ZEET EDGE THE LONGITUDINAL HALL BE A MINIMUM OF THE SIDE NON -WALKING SURFACE OR BECAUSE
NAL STYLE MARKING SHALL BE 24" AND EXTEND THE �E DIRECTION OF PEDESTRIAN TRAVEL, APPROACH IS SUBSTANTIALLY OBSTRUCTED.
WIDE AND 8 FEET IN LENGTH, SPACED 48 -INCHES LANDING- WHERE THE WIDTH OF THE CURB RAMP OR OTHERWISE, PROVIDE FLARED SIDES.
APART. THE TRANSVERSE MARKINGS SHALL CONSIST THE STREET. SYRIAN ACCESS ROUTE ENTERS 6. ADDITIONAL INFORMATIONSW2.00 SEPARATED., ON CURB RAMP LOCATION
OF UNMARKED PAVEMENT, ALL CROSSWALK PAVEMENT DESIGN, LIGHT RELECTIVE VALUE AND TEXTURE MAY BE
6, DETECTABLE WARNING SURFACES SHALL BE LOCATED SO FOUND IN THE CURRENT EDIT( N OF THE TEXAS
MARKINGS SHALL ALWAYS MEET TXDOTS SPECIFICATION THAT THE EDGE NEAREST THE CURB LINE ACCESSIBILITY STAND
FOR TYPE I MARKINGS UNLESS OTHERWISE APP 6"' AND A MAXIMUM IS A MINIMUM OF STANDARDS (T S) AND 16 TAC 68.102
Q Z LANDING ROVED � MOF 1 „
0 FROM THE EXTENSION -OF THE 7, TO SERVE AS A PEDESTRIAN REFUGE ,
B THE CITY ENGINEER. FACE OF CURB.. DETECTABLE WARNINGS E
�--�� URFACES MAY BE SHOULD BEA � AREA, THE MEDIAN
w>U ADDITIONAL INFORMATION ABOUT CROSSWALK CURVED ALONG THE CORNER RADIUS, A MINIMUM OF 5 WIDE, MEDIANS SHOULD BE
0<0: ww CAN BE FOUND IN THE TMUTCD. MARKINGS DESIGNED TO PROVIDE ACCESS LE PASSAGE OVER OR
7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED THROUGH THEM.
CROSSWALKS WITH BRICK P POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, � 8.
AVERS, STAMPED ASPHALT, AND CONCRETE, CROSSWALK DIMENSIONS, CROSSWALK MARKINGS
DETECTABLE WARNING SURFACE STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE STOP BAR LOCATIONS SHALL B A AND
S SHOWN ELSEWHERE TO RUN PARALLEL TO RETRO -REFLECTIVE, THERMOPLASTIC TRANSVERSE IN THE PLANS. AT INTERSECT( NS W
PEDESTRIAN TRAVEL) STRIPING. MARKINGS ARE NOT REQUIRED CURB
CROSSWALK
� - 4„ MAX RB RAMPS SHALL BE
AND USUAL ALIGNED WITH THEORETICAL Gj
DIRECTED BY -THE ENGINEER. LKS, OR AS
9. EXISTING FEATURES THAT COM ;LY WITH TAS MAY REMAIN
N:�:ip:n;t:4i SIDE FLARE _
TYP SE HOWN ON THE PLANS.
IN PLACE UNLESS OTHERWI
(
10, HANDRAILS, :•�:ar�-ac�::o.4�::�:;�;- AILS AR
E NOT REQUIRED ON CURB RAMPS. PROVIDE .
CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE C
(PENETRATES) A CURB. ! BOSSES
Ill. SEPARATE CURB RAMP AND LA DINGS FROM ADJACENT
61' MIN
SIDEWALK AND ANY OTHER ELE ENTS WITH PREMOLD OR
BOARD JOINT OF 3/4" UNLESS O
FACE OF � HERIN
10" MAX ISE DIRECTED BY
CURB
THE ENGINEER.
T_YPICAL PLACEMENT OF DETECTABLE 12. PROVIDE A SMOOTH TRANSIT(
�%',Nl�TG SURFACE ON,
CONNECT TO THE STREET. WHERE THE CURB RAMPS
SLOPING RAMP RUN
13- FLARE SLOPE SHALL NOT EXCEE 10% MEASURED ALONG
CURB LINE.
[S.W2.01.
1., 2..
r 1 /8" GE
� NERAL NOTES PAVERS
(
2-3/8" FURNISH DETECTABLE WA
REQUIREMENTS OF ASTM G-936 WARNING PAVER ER UNITS MEETING ALL
Q Z 5' x 5' LAY I N A TWO B
� JD LANDING
UNIT BASKET WEAVE PATTERN OR AS DIRECTED. Y TWO
w> U Q Q 1" Q Z LAY FULL-SIZE UNITS FIRST FOLLOWED
ul CONSISTING OF AT LEAST 25 PERCENT OFFULLCLOSURE UNITS
w�� 4 O O O O 2�, FSO DETECTABLE WARNING
A FULL UNIT. CUT
cLE—t� 1 w>W LANDI
AVER UNITS USING A POWER SAW.
$„ o Q
x at�-a
i
w`r �_E DETECTABLE WARNING N0.3 REBA
Q TTCTABLE PAVER WITH TRUNCATED R AROUND PAVER INSET
WARN( A r MAX DOME SURFACE
0 �0- _ NG PA AND USUAL L
A I-.� i � SIDE F1 P �R DETECTABLE WARNING P
— 6' —� FACE OF
�rva�rei � (NPICAL) CURB
'TYPICAL ADIBUI.ATORY RANIp gyp/
HARPT) WINGS
I
EXPANSION JOINT TRUNCATED D AVER WITH
= A OME SURFACE
0 2 A AS REQUIRED 1"
-' MORTAR BELL
.
C-411 g • �� SIDE FLARE SIDE FLARE APPLICABLE SHALL CONFORM TO
(TYP.) (TYp) E SPECIFICATIONS
CONTROL JOINT PERMISSIBLE
FACE OF
CURB MIN. 4"
TRUNCATED DQ1�'
PA 7T TRN
CURB RA 41P
E
CT�B
LE W -A
v2_02 DET
ING PA
VER
No. 3 REBAR AT---/
18" (_MAX,) ON -CENTER
BOTH WAYS
CLASS ACONCRETE - SHALL CONFORM
TO APPLICABLE SPECIFICATIONS
SECTIONA A
r
CITY OT BRYAN
The Good Lde, Texas Style. -
DRAWN BY: C.L.M.
DATE: 08-01-12
SCALE= N T S
APPROVED:W,P.K.
FIGURE:
SW2-03J
SHEET 2 OF 3
y
U
z
w
U
CITY OT BRYAN
The Good Lde, Texas Style. -
DRAWN BY: C.L.M.
DATE: 08-01-12
SCALE= N T S
APPROVED:W,P.K.
FIGURE:
SW2-03J
SHEET 2 OF 3
U
}
CITY OT BRYAN
The Good Lde, Texas Style. -
DRAWN BY: C.L.M.
DATE: 08-01-12
SCALE= N T S
APPROVED:W,P.K.
FIGURE:
SW2-03J
SHEET 2 OF 3
.-�zevvra•��.+,maw.�w.vs_.—�' zm.®c•nr v�nxFun -- �yti _.uattw�r �
CROSS SLOPE
2% MIN.
CROSS SLOPEW
CROSS SLOPE' SIDEWALK
2% to 4% 2% MAX., 1% MIN. j
.�
PAVEMENT CURB692)
�R rg
C
--- 8' TYP. a.
;D=OTE:
THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE
REQUIREMENTS - BERMS MAY BE REQUIRED
OUTSIDE OF THE SIDEWALK.
51'
5On
SIDEWALK SLOPE RE
- 4"x4"x3/16" STRUCTURAL STEEL TUBING
8' O.C. MAXIMUM --8' O.C. MAXIMU
6" O.C.
4"x4"x3/16" STRUCTURAL
STEEL TUBING
M
-- PER TAS
STANDARDS
UIREMENTS
12" O.C.
- K:LY„a„.,e„,�•;�tyay.- _. =.*ate
NOTES,.
s . i - C II LACE CENT I—IAL.I.-_ BE 114 ACCORDANCE WITHi E/CS UNIFIED DESIGN G
UIDELINES. �
2. FINISH: LIGHTBROOM FINISH, JOINTS TO BE TOOLED 1" DCEP AT AN INTER
@ 40' O.C.,CONTRACTION JOINTS @ 4'0.C. VAL ECUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS
3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY INLET
WITH #3-x 12" BARS x@7:12" O.C. OR #4 x 12" BARS @18'° O.C. BOX, CURB, JUNCTION SOX, ETC.)
4. COMPACTION: COMPACTED SUBCRADE MATERIAL COMPACTED TO A ®EN
SITY DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AN SHALL BAST 98% OF MAXIMUM DRY DENSITY AS
0-4% WET OF THE OPTIMUM MOISTURE CONTENT
5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR E
.- NTIRE LENGTH OF SIDEWALK.
SEAL WITH EXPANSION
JOINT MATERIAL SMOOTH DOWEL BAR i
1/41w R
112"0 X 18", 12" O.C.
314" (COATED WITH HEAVY I
GREASE)
3'-0.1 MIN.
7EERIAL
5`-0" VARIES42% MAXRECYCL112" 7no
THICK AF�CTORED
BY J.D. L O.OR 3"LONG METAL OR PLASTIC CAP INSIDE SEE NOTE 4
APPROVED EQUAL DIAMETER TO BE 1/16" GREATBRjfHAN
DIAMETER OF DOWEL BAR. CAP MUST
BE LONG ENOUGH TO COVER 2"OF #3 BARS @ 12" O.C.E«. 28 -DAY CONCRETE
DOWEL AND HAVE STOP SO END OF #4 BARS @7a 18" O+C.E.W. STRENGTH = 3000 PSI
CAP IS 1" FROM END OF BAR. lAll THICK MIN
SIDEWALK. E.ZXPANSION
& CONSTP CTI�NWl__00JOINT
SAWED OR FORMED
118" TO 3/16"' SEAL WITH EXPANSION
JOINT MATERIAL, MIN.
3!8" R
—4 if
"x2"
x3/16"' STRUCTURAL STEEL TUBING SID].114vvPkLK CONT
CTION JQINT
X STRUCTURAL STEEL TUBING
SEE CONNEC nl=TAII
MIN 8 SWEEP
P SAND
" ALL JOI
4" MAX 24" .
CONC. WALK
...• 1/2" DIA. BOLT
• sIV•
CONNECTIO TAIL - « - ° 4"
'•� • Yr .
' D .
D
E
NOTFS .
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION
SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS
ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED.
BARED AREAS SHALL BE SEEDED OR SODDED WITHIN. 14 DAYS OF LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH
A
BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH S
ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR.
ALL EROSION, CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN.
ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKER
ACCORDANCE WITH TXDOT STANDARDS S SHALL BE IN
REFER TO SPEC 3117 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS.
1" MA ND LAYING COURSE
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TRAFFIC RATED
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THIS SPECIFICATION APPLIES TO PANEL BOARDS DESIGNATED �N THE PLANS.
PROVIDE ALL SUPERVISION, LABOR EQUIPMENT, TOOLS, TRANSPORTATION
PANEL BOARD SHALL BE SQUARE D OR EQUAL. MAIN RATING AND BRANCH
SERVICES AND MATERIALS REQUIRED FOR THE INSTALLATION OF COMPLETE AND /
CIRCUIT BREAKER RATINGS SMALL BE OF SIZE AND NUMBER /REQUIRED, ALL
OPERATING ELECTRICAL SYSTEMS IN AND FOR THE BUILDING.
CURRENT CARRYING PARTS OF THE BUS ASSEMBLY SHALL BE PLATED COPPER, _
TERMINALS FOR FEEDER CONDUCTORS TO MAINS AND BRANCH NEUTRAL SHALL BE /
MAKE THE INSTALLATION IN ACCORDANCE WITH RECOGNIZED GOOD PRACTICE FOR /
THIS TYPE OF WORK, USE THE PROPER MATERIALS AND THE PROPER METHODS, UL LISTED AS'SUITABLE FDR THE TYPE CONDUCTOR SPECIFIED.- THE PANEL
BOARD BUS ASSEMBLY SHALL BE ENCLOSED IN A STEEL CABINET. THE SIZE OF ,\
WHETHER OR NOT THESE ARE DESCRIBED .IN DETAIL HEREIN.
• THE WIRING GUTTERS AND GAUGE STEEL SHALL BE IN ACCORDANCE WITH UL
LOYEES MMT IW STANDARDS. FRONT SHALL INCLUDE DOOR AND 'LATCH AND BE `PROVIDED WITH A
ALL MAL ATERIALS MUST BE NEW AND UNDAMAGED W1tK TO WHICH THEY ARE ASSIGNED. DIRECTORY FOR CIRCUIT IDENTIFICATION.
GED AND DF GOOD QUALITY.
N CIRS-UIT BR AK QC
BRANCH CIRCUIT BREAKERS SHALL BE BOLT ON SQUARE D,OR.;E
CONFORM TO LOCAL CODES, LATEST. NATIONAL ELECTRICAL CODE, LATEST' � QUAL. ALL
NATIONAL ELECTRICAL SAFETY CODE AND TO APPLICABLE STATE AND LOCgL BREAKERS SHALL BE QUICK -BREAK MECHANISM. TRIP INDICATION SHALL BE
CLEARLY SHOWN BY THE BEAKER HANDLE TAKING A POSITION, BETWEEN 'ON' AND
LAWS. WHERE THE DRAWINGS AND SPECIFICATIONS EXCEED THE REQUIREMENTS
OF THE CODE, COMPLY WITH DRAWINGS AND SPECIFICATIONS. SING WHEN THE BREAKER IS TRIPPED. ALL .MULTI -POLE BREAKERS SHALL BE
SINGLE OPERATING HANDLE, COMMON TRIP VARIETY,
ALL EQUIPMENT PROVIDED SHALL BE U•L. LISTED FOR THE USE INTENDED AND SAFETY SWfrLO
THE METHOD OF INSTALLATION. � SAFETY SWITCHES SHALL BE HEAVY DUTY, NEMA 4X STAINLESS
OR UNFUSED AS REQUIRED BY THE CODE,
S STEEL FUSIBLE
CCp]RDINATE WORK OF THIS SECTION WITH THAT OF OTHER TRADES IN ORDER
THAT THE VARIOUS COMPONENTS OF THE WORK WILL BE INSTALLED AT THE BELOW
PROPER TIME, WILL FIT THE AVAILABLE SPACE AND WILL ALLOW PROPER GROUND -RIGID NON-METALLIC SCHEDULE 40 CONDUIT (PVC). IN
SERVICE ACCESS TO ALL EQUIPMENT, NOT JUST THAT INSTALLED IN THIS. ADDITION TO CIRCUIT CONDUCTORS, PROVIDE AN EQUIPMENT GROUNDING
SECTION, CONDUCTOR SIZED IN ACCORDANCE WITH TABLE 25Q-I2PMENNEC IN ALL
NON-METALLIC RACEWAYS, THE EQUIPMENT GROUNDING CONDUCTOR SHALL BE
ANY COMPONENTS OF THE ELECTRICAL SYSTEMS WHICH ARE INSTALLED WITHOUT SECURELY ATTACHED TO EACH ENCLOSURE TD WHICH THE ;RACEWAY IS
CONNECTED.
REGARD TO THE ABOVE, MUST BE REMOVED AND RELOCATED AS DIRECTED, AT NO
ADDITIONAL COST TO THE OWNER, ABOVE GROUND - RIGID DR IMC GALVANIZED CONDUIT WI
WHERE VARIOUS ITEMS OF EQUIPMENT AND MATERIALS ARE SPECIFIED AS FITTINGS AND SUPPTS, TH APPROPRIATE CAST
SCHEDULED (SUCH AS BY CATALOG NUMBERS), THE PURPOSE IS TO DEFINE THE
TRANSITIONS FROM PVC TO IMC OR RIGID SHALL ALL BE MADE AT LEAST 3'
TYPE AND QUALITY, NOT TO SET FORTH THE. EXACT TRIM REQUIRED. Tt•�
BELOW GRADE. STEEL CONDUIT BELOW GRADE SHALL BE COATED OR PROTECTED
ELECTRICAL CONTRACTOR WILL VERIFY THE ACTUAL TRIM NEEDED WITH THE
MATERIAL IT IS TD BE MOUNTED ON OR IN. WITH AN APPROVED VINYL PROTECTIVE TAPE.
FINAL CONNECTIONS TO EXTERIOR SPACE CONDITIONING EQUIPMENT DRAWINGS INDICATE INDICATE APPROXIMATE LOCATI LIQUID -TIGHT FLEXIBLE METAL CONDUIT.
ELECTRICAL SYSTEMS. THESE ITEMS ARE SHOWN APPROXIMATELY TO SCALE AND
ATTEMPT TO SHOW HOW THESE ITEMS SHOULD BE INTEGRATED. LOCATE ALL THE
VARIOUS ITEMS BY ON-THE-JOB MEASUREMENTS, CONFORMANCE WITH SITE
ALL WIRE USED ON THIS PROJECT SHALL BE 600 VOLT COPPER, TYPE THHN, NO
REQUIREMENTS AND COOPERATION WITH OTHER TRADES AND THE OWNER IN
LOCATING EQUIPMENT, WIRE SHALL BE SMALLER THAN #12, EXCEPT LOW VOLTAGE CONTROL WIRING.
E PRC1Di►rTc ALL WIRING SHALL BE SIZED AS PER NATIONAL ELECTRICAL CODE REQUIREMENTS
THE NAMING OF A MANUFACTURER AND MODEL NUMBER, OR OTHER IDENTIFYING AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY SIZING AND
BRING
DESIGNATION, OF A PRODUCT HEREIN IS INTENDED TO I ESTABLISH CONSTRUCTION, THE ATTENTION OF THE ENGINEER ANY CHANGES WHICH HE MAKES
PHYSICAL SIZE, ELECTRICAL CHARACTERISTICS, CAPACITIES, AND/OR OTHER BEFORE INSTALLATION.
FEATURES AFFECTING THE UTILIZATION OF THE PRODUCT IN THIS PARTICULAR
PROJECT, UNLESS OTHERWISE NOTED. THE PRODUCTS OF ETHER MANUFACTURERS OUTLET BOX]:;S
WILL BE CONSIDERED AND WILL BE ACCEPTED IF THEY ARE EQUAL IN ALL
RESPECTS TO THE SPECIFIED PRODUCTS, AND THE CONTRACTOR HAS SUBMITTED A SHALL BE CAST FS BOXES WITH MATCHING WEATHER PROOF COVER PLATES
LETTER STATING THAT HE HAS INVESTIGATED THE SUBSTITUTION AND STATES IN
xxxxxxx
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WRITING THAT THE PROPOSED SUBST
INSTALL BROOKS #S -T PULL BOX
WITH BOLT DOWN STEEL TRAFFIC
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RESPECT TO THAT SHOWN ON THE PRINTS AND SPECIFICATIONS. THE DECISION
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SHALL BE FINAL, SHOULD THE PRODUCT OF AN ALTERNATE MANUFACTURER BE
'APPROVED', THE CONTRACTOR PROPOSING SUCH PRODUCT SHALL BE RESPONSIBLE N 3 EA. i•-1/2' SPARE CONDUITS 'WITH
IPULL STRING
FOR ANY ADDITIONAL COSTS TO OTHER CONTRACTORS FOR CHANGES DN THEIR INSTALL 3-#1, 1-#6 GROUND INTO ONE SPARE
WORK NECESSITATED BY THE SUBSTITUTE. SUBSTITUTION PROPOSALS SHALL
CONFORM TO THE REQUIREMENTS OF THE GENERAL AND SUPPLEMENTAL GENERAL
CONDITIONS AND SPECIAL PROVISIONS.
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