HomeMy WebLinkAbout97-2775I
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8. \USC E LLANEGUS SANH T1 ARY SD�ER D �~ ► S , , _
CD�I�I ��D®���
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EXISTING 8" VCP
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DEXTER PLACE
VOLI.J•IE 432). PAGE 777
5
NOT PLATTED
(PROPOSED FUTURE
LOT 2
BLOCK ONE
NOW OR FORMERLY
LYNELL ANN DIVINS WQZENCRAFT
.VOLUME 1147, PAGE 540
3.456 ACRES
ZONED PA-1
PROPOSED JUNCTION BOX
NI T Q
TIE II ' E X i Sl 1 N 0,
MAN�iOLE
�oo
0
PROPOSED PUBLIC 18" R.C,P.\
STORM, SEWER
8' SCREENING
)UMPSTCR SITE)
-PROPOSED PUBLIC 6" P.V.C.
SANITARY SEWER
EXISTING 36" R.C.P.
STORM SEWER
PROPOSED MANHOLE #I
CHD-S 43*28'47" W
LC=44 36'
R=530.00'
A=4'47'49"
T=22.20'
L=44-37'
/2" I.R.
PROPOSED
GRATE INLET
PROPOSED DETENTION POND
(3550 tuft)
PROPOSED "t' " P. V.
PRIVATE SANITARY '--)EWER
PROPOSED CLEANOUT
LOT 2
BLOCK ONE
D FOR
LYNELL ANN DIViNS WOZENCRAFT
VOLUME 1147. PAGE
549
3.456 ACRES
ZONED RA-1
I
10/97
R.A.M.
REVISIONS FROM C.O.C.S, 110/61/97
9 /97
R AM,
FOR APPROVAL
Rev.
pate
By
I . Comment
PARKING NOTES:
REGULAR SPACES = 26
HANDICAP SPACES = 6
TOTAL = 32
PARKING REQUIRED = 21
(5188/250) .
HANDICAP SPACES = 1
TOTAL REQUIRED = 22
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10/97
R.A.M.
REVISIONS FROM C.O.C.S. 10/6/97
9/97
R.A.M.
`•,
FOR APPROVAL
Rev.
Date
By
I Comment
s , a �., ".w. .. .:. ^ -'^.. �, � i r:. .... _. _ - w ..,yam �,:..awc�..:i»� '-'n+:� - - _ '�-..v.�.rrFP+•,. .'m, ew+G: _ _ - mn r n _ _ _ — -_— — _ . — , ._�
-
.-
\ 4
\� \ EXISTING 8" VCP
S .NITARY SEWER
O. L
NOT PLATTED
PROPOSED FUTURE
LOT 2
BLOCK ONE
NOW OR FORM R Y
LYNELL ANN DIVINS WOZENCRAFT
VOLUME 1147, PAGE 549
3.456 ACRES
ZONED RA-1
DEXTER PLACE
VOLUME 432, PAGE 777
G„ \
5
TIE INTO EXITING
MANHOLE
PROPOSED JUNCTION BOX
` PROPOSED MANHOLE # 1
5/8" I.R.
CND=S 43'28'47" W
lC=44.36'
R = 530.00'
A=4'47'49:'
T=22.20'
/2" I.R.
L=44.37'
\— PROPOSED
GRATE INLET
PROPOSED DETENTION POND
(3550 cult)
PROPOSED 4" P.V.C.
PRIVATE SANITARY SEW R
PROPOSED CLEANOUT
NOT PL�TTE
PROPOSED FUTURE
LOT 2
BLOCK ONE
NOW OR FORMERLY
LYNELL ANN DIVINS WOZENCRAFT
VOLUME 1147, PAGE 549
3.456 ACRES
ZONED RA-1
C-3
16 -96 -q _?
1-TIMER
1 -
6 — x
2 - F�
47 -
150 L.F.
10/97
R.A.M.
REVISIONS FROM C.O.C.S. 10/6/97
\;..-
/A
_ ---- -
9/97
R-A.M.
FOR APPROVAL
Rev.
Date
By
I Comment
R
I
» - _
IRRIGATION NOTES:
IRRIGATION TIMER w/110V POWER SOURCE w/SLEEVE
INTO THE BUILDING
1 " DOUBLE CHECK VALVE
TORO 30' RAD. STREAM ROTOR SPRINKLER
TORO 1 AUTO -VALVE
TORO 570 FIXED SPRAY SPRINKLER
4" SLEEVE
- _
UTILITY LINE NOTES:
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES UNDERGROUND &
AERIAL PRIOR TO CONSTRUCTION. ,
2. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANIES 48 HOURS IN ADVANCE, PRIOR TO ANY EXCAVATION. THE
CONTRACTOR SHALL ALSO NOTIFY THE CLIENT'S REPRESENTATIVE IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD.
UTILITY CONTACTS:
CITY OF COLLEGE STATION - ELECTRICAL DIVISION — (409) 764-3681
CITY OF,. COLLEGE STATION — WATER & SEWER DIVISION — (409) 764-3656
GENERAL :TELEPHONE COMPANY — (409) 779-4102
LONE STAR GAS COMPANY - LOCAL — (409) 775-8416
LONE STAR GAS COMPANY — LINE LOCATION — (800) 692-4344
CLIENT REPRESENTATIVE
MR. NORTH BARDELL, P.E. MUNICIPAL DEVELOPMENT GROUP — (409) 693-5359
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION STANDARD DETAILS & SPECIFICATIONS.
4. ALL 'UTILITY LINES & APPURTENANCES SHALL BE FURNISHED & INSTALLED IN ACCORDANCE WITH THE CITY OF COLLEGE STATION
STANDARD SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL
NECESSARY TESTING CONTAINED THEREIN.
5. THE CITY OF COLLEGE STATION WILL REQUIRE TESTING COMPACTION OF ALL BACKFILL IN TRENCHES FOR WATER, SEWER AND DRAINAGE
LINES TO ASSURECONFORMITY WITH THE CONSTRUCTION SPECIFICATIONS REGARDING THOSE UTILITY . LINES BEING INSTALLED. IF THE
COMPACTION TEST SHOW THAT THE SPECIFICATIONS ARE NOT MET, THE CONTRACTOR WILL BE REQUIRED TO RECOMPACT THE TRENCH AND
PAY FOR EACH SUBSEQUENT TEST UNTIL IT MEETS OR EXCEEDS THE SPECIFICATION. ADHERENCE TO THE STANDARD SPECIFICATIONS OF THE
CITY OF COLLEGE STATION IS THE RESPONSIBILITY OF THE CONTRACTOR IN THE EVENT THERE IS CONFLICT BETWEEN THE CONSTRUCTION
PLANS AND THE STANDARD SPECIFICATIONS, THE STANDARD SPECIFICATIONS SHALL GOVERN..
6. SEE DETAIL SHEETS FOR SANITARY SEWER AND STORM SEWER DETAILS.
TRENCH SAFETY NOTES:
1. O.S.H.A. STANDARD 29 C.F.R. 1926.650 SHALL BE USED FOR THE DESIGN OF
TRENCH SAFETY REQUIREMENTS. SHOULD THERE BE ANY CONFLICT BETWEEN THIS
DRAWING AND C.F.R. 1926.650, THE O.S.H.A. STANDARD SHALL PREVAIL.
2. WHEN CONDITIONS ARE SATURATED OR SUBMERGED USE THIGH SHEETING. THIGH
SHEETING REFERS TO THE USE OF SPECIALLY —EDGED TIMBER PLANKS AT LEAST THREE
:-'
INCHES THICK, STEEL SHEET PILING, OR SIMILAR CONSTRUCTION THAT WHEN DRIVEN OR
PLACED IN POSITION PROVIDE A TIGHT WALL TO RESIST THE LATERAL PRESSURE OF
WATER. CLOSE SHEETING REFERS TO THE PLACEMENT OF PLANKS SIDE —BY —SIDE
ALLOWING AS LITTLE SPACE AS POSSIBLE BETWEEN THEM.
3. ALL SPACING INDICATED IS MEASURED CENTER TO CENTER.
4. WALES ARE TO BE INSTALLED WITH GREATER DIMENSION HORIZONTAL.
5. IF THE VERTICAL DISTANCE FROM THE CENTER OF THE LOWEST CROSS BRACE TO
THE BOTTOM OF THE TRENCH EXCEEDS TWO AND ONE—HALF FEET, UPRIGHTS SHALL BE
FIRMLY EMBEDDED OR A MUDSILL SHALL BE USED. WHERE UPRIGHTS ARE EMBEDDED, —
THE VERTICAL DISTANCE FROM THE CENTER OF THE LOWEST CROSS BRACE TO THE
BOTTOM OF THE TRENCH SHALL NOT EXCEED 36 INCHES. WHEN MUDSILLS ARE USED,
THE. VERTICAL DISTANCE SHALL NOT EXCEED 42 INCHES. (NOTE: MUDSILLS ARE VALES
THAT ARE INSTALLED AT THE TOE OF THE TRENCH SIDE.)
"
6. TRENCH JACKS MAY BE USED IN LIEU OF OR IN COMBINATION WITH TIMBER CROSS
BRACES.
R TH H N SUPPORT SYSTEM, THE INSTALLATION iST05 TART
IF SH ING IS E CHOSEN
7 0
FROM THE TOP OF THE TRENCH OR EXCAVATION AND WORK DOWNWARD.
8. SPOIL MUST BE STORED TWO FEET OR MORE FROM THE EDGE OF THE EXCAVATION,
.AND BE RETAINED IN AN EFFECTIVE MANNER.
9. WHEN HEAVY LOADS MUST BE LOCATED NEAR AN EXCAVATION, THE WALLS MUST BE
BRACED, SHEET PILED OR SHORED TO SAFELY SUPPORT THE EXTRA WEIGHT.
10. DIVERSION DIKES AND DITCHES OR OTHER SUITABLE MEANS MUST BE USED TO
PREVENT SURFACE WATER FROM ENTERING AN EXCAVATION AND TO PROVIDE ADEQUATE
DRAINAGE OF THE AREA ADJACENT TO THE EXCAVATION. WATER IS NOT ALLOWED TO
ACCUMULATE IN A TRENCH OR EXCAVATION. .
_
11. AN ADEQUATE MEANS OF EXIT, SUCH AS A LADDER OR STEPS MUST BE PROVIDED
AN LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL TRAVEL.
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SPECIAL NOTES_
1. CLAYS, SILTS, LO.AMS, OR
NON -HOMOGENOUS SOILS REQUIRE
SHORING AND BRACING.
2. THE PRESENCE OF GROUND
WATER REQUIRES SPECIAL
TREATMENT.
APPROXIMATE ANGLE OF REPOSE
FOR SLOPING OF SIDES OF EXCAVATIONS
TRENCH SHORING — MINIMUM REQUIREMENTS
SIZE & SPACING OF MEMBERS
DEPTH
KIND OR CONDITION
UPRIGHTS
STRINGERS
CROSS BRACES,' WITH OF TRENCH
MAXIMUM SPACING
F TRENCH
(ft)
OF EARTH
I
MINIMUM
MAXIMUM
MINIMUM
MAXIMUM
UP TO 3
3 TO 6
6 TO 9
9 TO 12
12 TO 15
VERTICAL
HORIZONTAL
DIMENSION
SPACING
DIMENSION
SPACING
FEET
FEET
FEET
FEET
FEET
(ft)
(ft)
(in)
(ft)
(in)
(ft)
(in)
(in)
(in)
(in)
(in)
5 TO 10
HARD, COMPACT
3 x 4
OR
6
2 x 6
4 x 4
4 x 6
6 x 6
6 x 8
4
6
2 x 6
LIKELY TO CRACK
3 x 4
OR
3
4 x 6
4
2 x 6
4 x 4
4 x 6
6 x 6
6 x 8
4
6
2 x 6
SOFT, SANDY, OR FILLED
3 x 4
OR
CLOSE
SHEETING
4 x 6
4
4 x 4
4 x 6
6 x 6
6 x 8
8 x 8
4
6
2 6
HYDROSTATIC PRESSURE
3 x 4
OR
CLOSE
SHEETING
6 x 8
4
4 x 4
4 x 6
6 x 6
6 x 8
8 x 8
4
6
2 6
10 TO 15
HARD
3 x 4
OR
4
4 x 6
4
4 x 4
4 x 6
6 x 6
6 x 8
8 x 8
4
6
2 x 6'
LIKELY TO CRACK
3 x 4
OR
2
4 x 6
4
4 x 4
4 x 6
6 x 6
6 x 8
8 x 8
6
2xs
SOFT, SANDY, OR FILLED
3 x 4
OR
CLOSE
SHEETING
4 x 6
4
4 x 6
6 x 6
6 x 8
8 x 8
8 x 10
4
6
6
HYDROSTATIC PRESSURE
3 x 6
CLOSE SHEETING
8 x 10
4
4 x 6
6 x 6
6 x 8
8 x 8
8 x 10
4
6
15 TO 20
ALL KINDS OR CONDITIONS
3 x 6
CLOSE SHEETING
4 x 12
4
4 x 12
6 x 8
8 x 8
8 x 10
10 x 10
4
6
OVER 20
ALL KINDS OR CONDITIONS
3 x 6
CLOSE
SHEETING
6 x 8
4
4 x 12
8 x 8
8 x 10
10 x 10
10 x 12
4
6
O PROPOSED
GRATE INLET
w• s.//
GQ� :mil `t C �,
PROPOSED 6
7,1
CANOPY &PORCH
PHASE 1
0.767 ACRES
PROPOSED
ADMINISTRATIVE & OFFICE
BUILDING
(5188 sqft)
101.58'
O
S 41 00 W O
PROPOSED CLEANOUT #1
STA. 2+23
78 L.F. PROPOSED 4" P.V.C.
PRIVATE SANITARY SEWER
DR 26 (CLASS 160)
CLASS 'D' EMBEDMENT
NOT PLATTED PROPOSED FUTURE)
LOT 2
BLOCK ONE
NOW OR FORMERLY
LYNELL ANN DIVINS WOZENCRAFT
VOLUME 1147, PAGE 549
3.456 ACRES
ZONED RA-1
M�
�,
PROPOSED
GRATE INLET
NOT PLATTED
rPROPOSED FUTURE
LOT 2
BLOCK ONE
NOW OR FORMERLY
LYNELL ANN DIVINS WOZENCRAFT
VOLUME 1147, PAGE 549
3.456 ACRES
ZONED RA-1
IlE INTO EXISTING MANHOLE PROPOSED MANHOLE #1 STA. 0+00
I I STA. 1 +45
PROPOSED PUBLIC 18" R.C.P. PROPOSED JUNCTION BOX,
STORM SEWER
0 CD
IN IN49-12-32" E 0
—Z
1+00 123.0
' �—
0----- — — o ------�------------ L--1-------01
20' PUBLIC
__-� 5 0' o p 1+ 0 UT;LiTY EASEMENT
_ I
S 49' 1 W
121,0
8' —
\ 5/8" I.R.
I
1/2" I.R. j 145 L.F. PROPOSED 6" P.V.C.
ISAAITARY SEWER f
,DR 26 (CLASS 160) I
CHD=S 43'28'47" w ICLASS D EMBEDMENT E I
LC=44.36'
4=4-47'049" 6" SANITARY SEWER CROSSES THROUGH
T=22.20' PROPOSED JUNCTION BOX, SEE DETAIL
L=44.37' IN PROFILE
PROPOSED DETENTION POND
EXISTING 36" R.C.P.
STORM SEWER
I
I
I
N
o 4
-m f
r' n d; CLEANOUT
c DIS T J = 318.09'
r ELE = 322.40
n � 319.
'4
T I --
m� I �
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,moo I
I' �M a I 7
�! I
I � ,
I �
f
T I I
I I
I
0
f MANHOLE
DI�_ T = 349.13'
ELEV = 313.46
= 308.55
i 7
5
;TING- 8" VCP
ITARY SEWER
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(n • .�.'�L
- d r� ..... - O -r' f
_.
a v ' I EXISTING NATURAL w Q,
' _ �-- o w w
4. GROUND
316
31
i
i
I -
PROPOSED iI
1 NE r10N 3O
�x 1,;;
314 � ., . i
.�. � U � � I I 314
OP�SED 4 P.V I PR
T---- ------+------ - - -- --- -- -+— - — _ -- _ --
P-_ IVATIE SAS R j�
EXISTING 36"
SEWER
i I;
- _
`STORK SE I !
PVC- SANITati sE,NER 0.50� 1 ^ I�' �, I
_ ...._ - R.-' 1 _ .. L,
— D 1e j �� I.
�. (CLASS 60 1
312 CLASS D c v?BEDMENT h ,:P. I I j! 312
311 �L (FN�ER) 09
310 ; PROP. �U�,c. acx/ s 310
PROP. 6'
� L It (Ex. 3t
I - - 1 +20 0+80 0+ 1 +60 ! 40 0+00
PROPOSED 6" P.V.0 SANITARY SEWER t& &tx�
D 1' -- - ice NIT NII IPA DE VE Fb4ENl C F U: F
�` D', 110LLEMA
C01-LEGF S ATIC)N. TEXAS 77840
4 0 9 3 693--5359
�','�= � I''"� F�zgirtFerri� � Plannzr�:7 �'t�ri.�Fy2rrg
SANITARY SEWER DEMANDS
REQUIRED FLOWS
13 FACILITIES ® 3 gpm/each = 39 gpm
PEAKING FACTOR = 4.0
PEAK FLOW = (39 x 4) = 156 gpm = 0.342 cfs
PROPOSED 6" P.V.C. SANITARY SEWER
FULL FLOW CAPACITY ® 0.50% SLOPE = 0.43 cfs
MANNINGS COEFFICIENT = 0.012
VELOCITY = 2.19 ft/sec.
BENCHMARK #1 ELEV.=304.10 Uhr—Jllt JA('illAt(i JtVYttC iLAIY 6c rrcurilt
TOP C AT
ON NORTH SIDE OF HOLLEMAN FOR
DRIVE A� THE WAYNE SMITH PARK .767 ACRES OF A 1.323 ACRE TRACT
LOT 5, BLOCK ONE
uni i 17►AeN n, wri cu ennislrW
REVISION FROM THE C.O.C.S,
B'
10/97
R.A.M.
i A'\
I 9/97
R.A.M.
FOR APPROVAL
Rev.
; Date
By
Comment
CRAWFORD BURNETT LEAGUE, A-7
VOLUME 2201, PAGE 220
COLLEGE STATION, BRAZ.OS COUNTY, _TEXAS _
Preppared for: T__---' Scale_:_1"'= 20' Sheet: 4 o! 9 -
GEORGE STUART 209 A UNIVERSITY DR. Date: OCTOBFR, 1997------- _ -
- - -- - ---
COLLEGE STATION, TX 77840 Drawn By: R.A.M.
M.D.G. No. 2863 -- 000707
I
1
' t
c� J�-" NOT PLATTED JUNCTION BOX
5 8" I.R.
T— ' __ l PROPOSED FUTURE DIST = 298.60' c; J
BLOCK
LOT2 TOP = 22. O r i
FL = 318.35
' PROPOSED 4'x 1 ' CRATEI INLET (FLUSH w/PARKING)
I 1 CAPACITY=7.Ocfs ® 0.5' o� NOW �RoRnaE�4Y
\% ( = LYNELL ANN DIVINS WOZENCRAFT I
ri VOLUME 1147, PAGE 549 rm 1
20 L.F. PROPOSED 18" R.C.P. 1 �`� ` I 3.456 ACRES cn 1
STORM SEWER DR 26 (CLASS 160)
CLASS 'D' EMBEDMENT ZONED RA-1 ?
C
zj
V • - - - _ - ' CAS
P� s ��
\ `�\\ ti� � - Vr✓� \ I i _Iy_- PROPOSED 16"0 GRATE INLET � � a ° t
(FLUSH,r TIE INTO EXISTING 4ANNOLE�ETA 1+° Ezw/eJRF E) r�
I \ ;-:f_ ED6' StDEY�AI.K I
MAX. CAPACITY 5.64 Gf5 3.0'
5j8,IR. PROPOSPROPOSED STORM SEWER \ m
f-
�'
(5'x 15') JUNCTION BOX
TIE INTO EXISTING 36"
w PORCH
CAN�� STORM SEWER & REM
OVE
�-- --- I 163 L.F. PROPOSED 18" R.C.P.► EXISTING JUCTION BOX I \
PROPOSED OUTLET I o ( l
----�"'r NORM SEWER CLASS III) ETA. 0+00
CLASS 'D' EMBEDMENT
PHASE I
CHD=N 56'10'41" W 0.767 ACRES
LC=86,80' %F N 49' 12'32" E
r
R=9* 12'0 ' PROPOSED 1 +00 123,03'
—43.5'o8" ` ADMINISTRATIVE & OFFICE _.__ _.. __.r��_...F...�r ._._ _..,......._..__...�...--- _ — —.,. -- s
T�43.54 , o � \ �#. � .� rJ �.. rJ l
L=86.89' BUILDING
\ 20' PUBLIC
(5188 Sgft) a 1+00 UTILfTY EASEMENT
1
I
7.5' SIDE _-- S 49' 12"32" W -- -- I
\ BUILDING LINE $, 121.08'
) i'
(PER ORDINANCE 101.5 1
25.25 '5 r8" I.R. PROPOSED MANHOLE ' 1 7'
154.97 0 1 /2" I.R. PROPOSED PUBLIC 6" P.V.C.
I 1 !
41'37100 W r o SANITARY SEWER j
c) PROPOSED CLEANOUT #1
BUILDING
CHD=S 43*28*47" W
\ IRRIGATION METERS* -
z PROPOSED 4" P.V.C. LC=44.36'
to �� R = 530.00' ;
Zr �+ PRIVATE SANITARY SEWER A=4-47'49"
+('sj rn r 'p T=22,20'
) _Tl L=44.37' !
-1 b PROPOSED DETENTION POND
_ x NQT PLATTEQ
PROPOSED FUTURE EXISTING 36" R.C.P. 1 ! 1
LOT 2 } STORM SEWER
BLOCK ONE �
----_._.EXISTING 6" PVC
1 WATER LINE
_ Z AL
PROPOSED 18" R.C.P. STORM SEWER
FOR_.. _... .._..__
0.767 ACRES OF A 1.323 ACRE TRACT
LOT 5, 6LOCK ONE
&A HOLLEMAN Sc WELSH ADDITION
i
10/97
R.A.M.
REVISIONS FROM C.O.0S 10/6/97
\
//A
9/97
R.A.M.
FOR APPROVAL
Rev.
I Date
By
Comment
a
CRAWFORD BURNETT LEAGUE, A-7
VOLUME 2201, PAGE 220
COLLEGE STATION, BRAZOS COUNTY, TEXAS
Prepared for: Scale: 1"= 20' Sheet 5 of 8
GEORGE STUART
209 A UNIVERSITY DR. Date OCTOBER 1997
I- - - --- -
COLLEGE STATION, TX 77840 ; `Drawn By R.A M '
M.D.Q. No. 2863 - 000707
-
CRAWFORD BURNETT LEAGUE, A-7
VOLUME 2201, PAGE 220
COLLEGE STATION, BRR.ZOS COUNTY, TEXAS �-
GEORGE sT=JARr for. p ccle: 1 1' S hee : -f- OF ,
209 A UNIVERS11Y DR. �iOtP' SEF'TEP.�9� F 1997-�
COLLEGE STATION, TX :77840 � � Crowd F;y _"_,
DING SPECIFICATIONS
TYPE OF PAINT.
01
Ln
HANDICAPPED STRIPING SYMBOL
.N.T.S.
SIDEWALK
NOTE_ j� HANDICAPPED
MAXIMUM CROSS SLOPE OF 2.00% ` RAMP (TYPI06,L)
IN ALL DIRECTIONS 1
6" 6"
00
w
Q
o
—�
N
5"
N NO. R7-8"
5/8" GALVANIZED
E POST, 2 LBS:/FT.
SH GRADE
"0 CONCRETE
FOOTING
NOTE:
ALL SIGN HARDWARE TO BE GALVANIZED
COLORS:
SIGN NO. R7-8"
LEGEND & BORDER - GREEN
BACKGROUND - WHITE
WHITE SYMBOL ON BLUE BACKGROUND
SPECIAL NOTES:
* USE SINGLE AND/OR DOUBLE HEADED ARROW, MAY BE USED ON SIGNS TO
MARK MULTIPLE RESERVED PARKING SPACES, ARROW SHOULD BE OMITTED WHEN
SIGN IS TO BE USED TO MARK A SINGLE SPACE. FURNISH AND INSTALL
SIGN(S) PER DETAIL. LOCATE AS DIRECTED.
** 6'-3" MOUNTING HEIGHT — LOCATED IN GRASS OR PLANT BEDS.
8'-3" MOUNTING HEIGHT — LOCATED IN PAVEMENT
HANDICAPPED PARKING SIGN
N.T.S.
HANDICAPPED PARKING
s , SIGN (TYPICAL)
N '
I
d " a e ° d � •
=� °d d° a ° ° • a d a 4 a �y
d ° a
d e�Q a
am d° °a
.4Ljj
35
da a
12 Q° :1 121
°
d
(MAX))t a e d a
1'
°
e J a C • '- J
a
° e • ° G e ° 1
d ° e a
4,
" • - a e ° °
A
4" YELLOW PAINTED TYPICAL 2'-0"
SAFETY STRIPING AT CURB & GUTTER
16 O.C.
TYPICAL PAINT CURB YELLOW AT HANDICAPPED
CURB STOP SPACES. LETTERING TO BILL
BLACK,
OWNER TO PROVIDE STENCIL.
PED\N
A,IS
HANDICAPPED SYMBOL
PAINTED YELLOW (TYPICAL)
\�, _N 4" WHITE
PAINTED STRIPING
8'-0" 5-0" TYPICAL 81-0"
8'-0" VAN ACCESSIBLE
HANDICAPPED PARKING SPACE
N.T.S.
CONCRETE -
CURB & GUTTER
,�
N _
oz
I
e - c
C
° .P d
LIGHT BROOM FINISH -
WITHIN LIMITS OF RAMP
RAMP TO HAVE
A MAXIMUM CROSS
SLOPE OF 2.0%
DRIVEWAY
HANDICAPPED
RAMP (TYPICAL)
CONCRETE
SIDEWALK
° ae
12:1 � I w
(MAX.) 4'-0"
LANDING .
6' (MIN)
CONCRETE -
CURB & GUTTER
DRIVEWAY HANDICAPPED RAMP
N.T.S.
#6 X 14" SMOOTH DOWEL
12" O.C. (GREASE ONE END) SEAL W/JOINT MATERIAL
PREFORMED METAL JOINT 1 /2" DIA. SMOOTH (GRAY SONOMERIC C'T SEALANT
FOR LOAD TRANSFER BAR ® 24" MIN. LENGTH OR APPROVED EQUAL —
DR SAW —CUT 1" MINIMUM DEPTH ® 16" CENTER 1" SEALANT DEPTH)
(REBAR CONTINUOUS', NO DOWEL)
C ,CE0&R:IN LAB
l #3 BARS ® 12NON—EXTRUDING FILLER (!1ETAL OR PLASTIC CAP WITH INSIDE
"
O.C. EACH WAY DIA. TO BE 1 /16" GREATER THAN
DIA. OF DOWEL BAR
CONSTRUCTION JOINT EXPANSION JOINT
PAVEMENT JOINT DETAILS
N.T.S.
�J
1/2" PREFORMED EXPANSION JOINT
REFER TO C.O.C.S. STD. CURB IN ACCORDANCE WITH TXDOT STANDARD
& GUTTER DETAIL THIS SHEET SPECIFICATIONS SEC. 436, 1982
EDITION SEAL JOINTS WITH RUSCO
#6 X 14" SMOOTH DOWEL @ SEALER OR EQUAL.
O.C. GREASE ONE END)
a I VARIES I '�
a 5ff 6" I
#4 BARS ® 18"
O.C. EACH WAY I
i
NOTE: EOTtOM OF GUTTER SECTION
NOT NECESSARILY FLUSH W/ BOTTOM
OF PAVEMENT. REFER TO CONC.
THICKNESS TABLE, THIS SHEET.
►i
f r►ww
PARKING I DRIVEWAY LANE PARKING (OR DRIVE)
TYPICAL VALLEY GUTTER
CROSS SECTION
N.T.S.
9" -- RCUuHE"J SURD ACE FGR B ,HID
AiJD 4,PPLY 4N A P P R D
EDINDlI., r,u rJ
I
6"
VP.RI E_ i
I; 7
VARIES I /
I'
3 - :E-7- 4 __El A PS X 9 8 171. C.
1 /4" R SEPERATE POUR
T
6"
4\� SLOPE TO DRAIN
LONGITUDINAL 1 /2" DIA. 1
\ 6.
J
I
I
CENTER DRAIN
R 6"—�
F34151.\ °
3r LONGITUDINAL 1 /2" DIA. , .l
GUTTER DRAIN
N.,.S.
K*01 of
1. CONTRACTION JOINTS SHALL BE PLACED AT A. MINIMUM SPACING, OF
5' AND SHALL HAVE A h11NIMUVl DEPTH OF 1 ".
2. EXPANSION JOINTS SHA1 L ?E PLACED ALONG THE SIDEWALK AT A
MINIMUM SPACING OF 50' AND A.T ALL ADJOINING EDGES `�;'i I OTHER
CONCRETE STRUCTURES. THE EXPANSION JOINT SEALANT SHALL HAVE A
MI-NIMUM DEPTH OF 3/4".
WOOD FLOAT
Gf, THi'Y� 1C'K (M1N!l',4U)
REINFORCED
FINISH
6,-0 F CONCRETE SIDEWALK
I
EXPANSION JOINT
#4 DOWEL BARS SLOPE
24 WITH PLASTIC I 2.00% NlAX.} - *--
SLEEVE - 32" O.C. r-
° G /
Col P.ACTP D
2" SAND CUSH!ON SUBGRADE
CONCRETE CURB \1
& GUTTER "`iii 44 BARS 5 12" O C E 1`J
SIDEV�ALK ADJACENT TO CURB ��. ��� I N 'D FOR
N.T.S. w� 1 f
B
10/97
R.A.M.
REVISIONS FROM C.O.C.S. 10/6/97
A
9/97
1 R.A.M.
DESCRIPTION -
Rev.
Date
By
Comment
a
TAS L E OF CIMEPiS'CNS I
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I q (:�4 )
C (I'l I 1
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3
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7
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it
15
13 70
t 9
13
(a
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I
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19 70 4
24 I_
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_ 24 1
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Ali'L�!:J IN FILLD , � � I I I . I . I - 'jZ . ,
I I I v 1 _j�!57Ri .,�_ -11 __ ! � I I i
. I I 1! Ill I __ . I I .
. NOTE I .1 � " I ! .� ,� . - �f I INC . CE Sf%r, S74'iONS I I - I 1. � I .
I I 1: TO eE USED WHEN CCN-%FCTiNG CAST iRCN CR STEFL F!FE CR VPLVES . � - I . f:� �,; 7 - 7- --, - -L . I - ( '_��_E NOTE ') -�, -, I Lo, �
I L_,,IJ4 \. -L - _r� , .- . I .- � I .
- : TO CONCRETE PRESSURE PIPE 5 014 ANY BURIED FLANGE� I . I . . -i'FLOUT - . . FL':,'J:l �, , I I 11. I � . I .
4 . I I � - . I .. . 1. I I - I I
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. I I I NOTE 1 5 JC11147S * .
I - I I I DID SHAILLI'lICT - - . _.__1 ________14� � � .
-
I I DETAIL: 4-,B I I I . CCNT!%1jGQ.S FCUGH I . I - , ,
I I %41�1.10`CLE � I IO* X 4" CIA CRF�= - `
I � I � - TYPE 4 1 `� ";" , , . �,� I
I I I L FCST (�&`L-tN Fr-t_T-;_,, -i 'Is,
I ,- - I
� � I .
�
I
INSULATED FLANGE CON,NECTICiN ON CONCRETE PRESSSURE PIPE ' I vi`AA%:NG1 S:f�,N_ -
11 I �
11" � I . . � I I I � . � I 4'4C 4 I ___ __r � I , .
. � . � I ,LE 51�71-.. .
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I � ,_ . I I I I � _'. I � � � . - CLEANCUT - - I PLUG I I � . �� I F L C %v I I I . Ili .
I - - I � i . . I ,ip- _. .1 I
, , : . � � � " . I � � STACK I _ U,N��ISTUPSED GF1,v_'N0; IF FILL IS PECUIPED A I I I -:I'. I I I
I I 11 I �. I I � I I 11 . I .1. I F - ENT WILL BE NECESS . Ry, I . 1 4* SAN SSI,�-It'P , - - - - I i � I I UN � I I � . � I 4- ; � . . � � I , -1.. -1 I .
I � I CONCRETE F-M, 2 _- [i%! I I
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� . ? .,� , . I I �
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t-,:., , � I - � � I � � I _� PROPOSED TE - WYE (4' ER NCH I � I_ - � I 11 �--__ I .
I �. :, I I k I � PCCPED CC',,, I I - . , ,
I I I I I � I I �. � � � . J,ED 2' E4CH WAY INTO I � I I .- - - , v � ,
I I I 11 I I gr I I X T E '. --� _), I I � '_ � ,
I
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il. 11 I I � I I I I �, f � I I i I PI ,C- �
,
i�` , '� I L I . I � I 11 � VUST BE Pt_�CEO ARCUNO SE-,&--.;R UNE . PPIC - I I t R, I I I P!PEL�',� I 5 J0114TS PEL"N :,� -
. I I � P-,S[D S,:�?�t-,AAY SrNER MAIN . ---I
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[ _,"'- 1. ' - - L I ' , I - ... * �::,-.,., - , ". - : - �.�, I �, , I � . I I I � �� � I I I I . ,. F_VE-C!,i!ENT MATER!'L� - .,. I - 11 I I I _a I - . � I � . I I � . - 11 . "I , �
I � 11 � , 1. I � � I - , , t: -. � , _ ., �� " , . . I - I I I � I � w _.1 I 11 I I I � - USE- ly pvc -_ -- " - T, -- S7 LEA::!S F-R ALL TYPE TE37 . . -I ..., I - I , I . � " - 1
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- I � I I , I I I III -_* * * L I NC.. t; ,jtyk _E CLEA%CfUT TO BE 6'_ 1 � I . I � . � �
� _. - I - . I _ 7 1': .. . " . � ; . � I - 1�1.. - - � I I I ; � STAT:C.�S. AS SizOWN FOR TYPE I. I I I I I .1 I 1: .
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� � � I - I . -, - � I I I I - INSTALL WIRNING TAPE Ac�:VE ALL TEST LE_ZS i-N A! L T - E
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�� I I I I I I � 11 I ,� *-, - L , I �. 1 3 - Ti�'ST S,-:-_,;i_NS TO BE L`C_'7EC, �Aa S�. - .1 � I I I ,
I � � - I 1.
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��, 1� I I I � I I - I - I s ( 2cc_�t PSA ccNCPzc- I . 1. I I L � I L 1, 1 2 DITCH ELCCKS NCRMaLLY RE't�:IRE:) FCR ALL P:PES ON IC% GR-ICE � - - I � I . I I - � ,; . � � I . I .. . � :
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[.' �' I I I I I I I I I - - . CC,%r E7,:N k _jCCt,,,; OR I
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t � ,--' � :1, - � I I I � I . I � I I I I I I I .� I I � I . � � I . . � . - oALL ONE 0)17CH FLCCX FOR EACH TWO FEET � L . I . � . I �.., � I I
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P=7 J UNA!j7'vi-_-R!ZED PC S�,'N'S (CF7'L0-_z-") � � (CONCRETE ARCH) - , . � _� -
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