HomeMy WebLinkAboutDrawingsTHE S POND RK i
�
ALL , ).12 V 1.417
.27 ACR
ohu
,I
BROTHERS POND PARK
0 sr0r
> f t } i 3 yi3
"t • Pr -,
L i� f� 3 rs`t i rh
MY
jai 7r z 1
Ar. -f
clo
CONCRETE LOW
WATER CROSSING
46 TRANSFORMER_ f
AND METER /
SANITARY SEWER
SOUTHWOOD VALLEY
R-11 RESIDENTIAL
LIM
fKETBA CONCRETE LOW
COURT WATER CROSSING
. v44
j 31014
0 REQUIRED
O 'A '
(" { . +2'
0 +3'
IJ A'
n
GENERAL NOTES:
ALL ROOF & GROUND MOUNTED MECHANICAL EQUIP
ENT SH
FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE
OM AN
OR RESIDENTIAL DISTRICT WITHIN 15W OF THE SU BJ
; CT LOT;
A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING
! HALL B
THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN JI
UNIFIEI
EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE Sl
'UNDARE
OF THE UNIFIED DEVELOPMENT ORDINANCE LIG
T SOUP
PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE
I UNTEL
THE PROJECTED CONE OF LIGHT DOES NOT CROSS
Y PROF
100% OF GROUNDCOVER,DECORATIVE PAVING,DECTIVE
Q�
GRASS IS REQUIRED IN PARKING LOT ISLANDS,SW
AND
LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROP
RTV lPH
THE PROPERTY IS NOT LOCATED WITHIN THE FLOODPLAIN.FEMAI IFLOODPL
a 1.0 m Liamm"mul I - M... m- I I I
-- _ CONCRE'Y�LO
_
WSLTER'CFic"OSSING,
+rc��
BROTHERS PO PARK
SOUTHWOOD VAL x.13 - Vo1.50R- '.567
8.85 ACRES '
.L B SCREENED
PUB IC ROW
EASRED FROM
200 DINATED WITH
%P I CE.
OF SECTION 7.10
E SH L NOT DIRECTLY
N S CH A MANNER THAT
RTY LINE.
CK(NOT LOOSE),OR A PERENNIAL
AINAGE AREAS,THE PARKING
JRBED DURING CONSTRUCTION.
IMAP #48041CO182C
1" WATER LINE
FOR DRINKING FOUNTAIN Z
i� O
PARK
,SIGN
70'ROW RIO GRANDE
IE W x1�kl�-'Ov
v'
i�
�5 P r} fi l
I AM r ^J
JUL G 2 2010
ENGINE Cy_ZE>'Ni _,
N
. 5 _..,yy 1 �h�r�
60
ELECTRIC -9119EMENT
VOL. 504
11
�Ll��lBB■8�11188�J88®IlBL��!L�!.�l
NATER
VIEWED FuR
O j }
. ;
DEVELOPMENT SERVICES
PLAT FILED:
I1120 ISO
i) •i
i�
ol
F
Z
zuj
0
F- Q
140
a
,
Q�
x
>
�o
0,0
WLai
Z
v'
F
o
�O
V
W�
JQ
�
p
3
JW
dj3
0V V
Lu
LIM
r,
o cl
x
�a
�y
�
V�
Q
H
F
W
W
Z.
�a
amo.
W!
o
o~
o.
y.
ac
W
Z
F
O
oC
m
DATE: MAY 2
10
PROJECT MANAGER:
DAVID WOO
(979)764-38
8
REVISIONS:
SHEET:
OF
5
1
REMOVE OLD SIDEWALK AND CURBING
REPLACE WITH NEW ADA RAMP
RE: DETAIL J SHEET 4 OF 5
REMOVE OLD WATER CROSSING
-AND REPLACE WITH A NEW 16' BRIDGE
RE. DETAIL P SHEET 5 OF 5
SILT FENCING
DURING CONST.
REMOVE AND HAUL OFF 1150' OF
EXISTING 4' CONCRETE WALK
REPLACE W/NEW 8' WALK
REMETAILS K,L,O, SHEET 4 OF 5
B EACONENTRNOT TO SCALEE
1A
DOWEL INTO EXISTING WALK
RE: DETAIL L SHEET 4 OF 5
DO NOT REMOVE THIS SECTION
OF EXISTING 4' CONCRETE WALK
BROT" RS POND PARK
TOP OF CONCRE ALK AND WALL
TO BE SET AT ELEV ON OF WOOD DECK
25' OF RETAINING W AT DECK
NOT TO INCLUDE CHAM
I \`,-- 80' REMOVE 10'
.. DOWEL INTO EXISTING WALK
SILT FENCING INSTALL 170' CONCRETE RE: DETAIL L SHEET 4 OF 5 EXISTING CONCRETE
DURING CONST. RETAINING WALL LOW WATER CROSSING
RE: DETAIL CONCRETE WALL SILT FENCING
SECTION RE: DETAIL S SHEET 5 OF 5 U G CONST.
EXISTING 5'R INSTALL PET WASTE STATION
'OND WOOD DECKi RE: DETAIL B SHEET 2 OF 5
INSTALL 170' CONCRETE'
RETAINING WALL
RE: DETAIL CONCRETE WALL
SECTION RE DETAIL S SHEET 5 OF 5'
1 0'
SILT FENCING_
DURING CONST.
kINCE
F-1
SECTION
2NOT TO SCALE 2
.. ............ . ....
SECTION
1 NOT TO SCALE 1
�,VKVILLCKA b 1 VI�IC�1iU� JKIP1 COLOR).
AVAILABLE THRU ACME BRICK
INSTALL 4" DRAINPIPE
RE: DETAIL M SHEET 4 OF 5
20'
REMOVE AND HAUL OFF 1150 LF. OF
EXISTING 4' CONCRETE WALK
REPLACE W/NEW 8' WALK
RE:DETAILS K,L,O SHEET 4 OF 5
DOWEL NEW WALK
INTO EXISTING PICNIC UNIT
RE: DETAIL L SHEET 4 OF 5
2"X4" WIRE MESH
FASTENED TO T=POST
YOUR PET
SEDIMENT CONTROL FABRIC
COURTEOUS
INFORMATION SIGN
FASTENED SECURELY TO
PROVIDED BY THE CITY
AND IN
T—POST & WIRE MESH
METAL T—POST
IT'S THE LAW
8" OF FILTER FABRIC TO EXTEND
AS REQ'D. TO MAINTAIN.
INTO A TRENCH AND BE ANCHORED
SPACED 6' APART
WITH COMPACTED BACK FILL
ALLOW 2.5' TO 5' AT TOE OF
SILT FENCE AND/OR
SLOPE FOR SEDIMENT TO
HAY BALES TO BE
ACCUMULATE. ALIGN FENCE
USED IN AREAS OF ;' -
ALONG SLOPE CONTOURS.
DRAINAGE FLOW.
OF FLOW
NATURAL GROUND?
DIRECn0N
4„
4"X4" MIN. TRENCH
SILT FENCE ASSEMBLY
B EACONENTRNOT TO SCALEE
1A
DOWEL INTO EXISTING WALK
RE: DETAIL L SHEET 4 OF 5
DO NOT REMOVE THIS SECTION
OF EXISTING 4' CONCRETE WALK
BROT" RS POND PARK
TOP OF CONCRE ALK AND WALL
TO BE SET AT ELEV ON OF WOOD DECK
25' OF RETAINING W AT DECK
NOT TO INCLUDE CHAM
I \`,-- 80' REMOVE 10'
.. DOWEL INTO EXISTING WALK
SILT FENCING INSTALL 170' CONCRETE RE: DETAIL L SHEET 4 OF 5 EXISTING CONCRETE
DURING CONST. RETAINING WALL LOW WATER CROSSING
RE: DETAIL CONCRETE WALL SILT FENCING
SECTION RE: DETAIL S SHEET 5 OF 5 U G CONST.
EXISTING 5'R INSTALL PET WASTE STATION
'OND WOOD DECKi RE: DETAIL B SHEET 2 OF 5
INSTALL 170' CONCRETE'
RETAINING WALL
RE: DETAIL CONCRETE WALL
SECTION RE DETAIL S SHEET 5 OF 5'
1 0'
SILT FENCING_
DURING CONST.
kINCE
F-1
SECTION
2NOT TO SCALE 2
.. ............ . ....
SECTION
1 NOT TO SCALE 1
�,VKVILLCKA b 1 VI�IC�1iU� JKIP1 COLOR).
AVAILABLE THRU ACME BRICK
INSTALL 4" DRAINPIPE
RE: DETAIL M SHEET 4 OF 5
20'
REMOVE AND HAUL OFF 1150 LF. OF
EXISTING 4' CONCRETE WALK
REPLACE W/NEW 8' WALK
RE:DETAILS K,L,O SHEET 4 OF 5
DOWEL NEW WALK
INTO EXISTING PICNIC UNIT
RE: DETAIL L SHEET 4 OF 5
Mutt Mitt
(102040) GREEN MUTT
MITT PARK DIPENSER
i
4X4BROWN RECYCLED
PLASTIC POST
P ET WA
NOT TO SCALE
DOWEL NEW WALK INTO
XISTING COURT RE: DETAIL
L SHEET 4 OF 5
REMOVE 10'
ING INSTALL 4" DRAINPIPE XISTING CONCRETE
BA BALL : DETAIL M SHEET 4 OF 5 LOW WATER CROSSING
REM V ND HAUL OFF 200 SOFT. OF HALF COURT XERCISE STATION
REMOVE 955 LF. OF EXISTING RED SILT FENCING
EXIST G ONCRETE WALK. REPLACE OWEL NEW DOG GRAVEL/W STEEL EDGING JOGGING TRAIL.
W , 0 SQ.FT. OF NEW WALK ISTING COURT HAUL OFF STEEL EDGING AND DURING CON T.
RE•D A
S K,L,O SHEET 4 OF 5
i
RE: DETAIL L
SILT FEN tea"'-----
REPLACE W NEW 6' CONCRETE WALK
£DOWEL E WALK SHEET 4 OF3 NS
DURING COT: tE: DETAILS K,L,O SHEET 4 OF 5
INSTALL 4' DI
INTO EXISTING PI I NIT PET WASTE STATION RE: RE: DETAI 1.4
RE: DETAIL L SHEET 5 DETAIL B SHEET 2 OF 5
L EW WA IST DOWEL NEW WALK INTO
INTO E G GAZEBO S SET EXISTING SWINGSET RE: REMOVE20; INSTALL PE
RE: DETAIL L T 4 OF 5 DETAIL L SHEET 4 OF 5 EXISTING CONCRETE
EL NE K XISTING LOW WATER CROSSING WASTE STATIO
DOW
INTO EXISTING EL NE PLAYGRO D RE: DETAIL B SHEET 2 OF
RE: DETAIL L SHEET 4 O
REMOVE 125 SOFT. EXISTING WOOD DICK
AND REPLACE WITH CONCRETE
DETAIL O SHEET 4 OF 5
& toe
REMOVE 241 LF. OF EXISTING RED
DOG GRAVEL/W STEEL EDGING JOGGING TRAIL.
HAUL OFF STEEL EDGING AND
REPLACE W/NEW 6' CONCRETE WALK
RE: DETALS K,L,O SHEET 4 OF 5
SILT FENCING��
DURING CONST.
INSTALL 4" DRAINPIPE
RE: DETAIL M SHEET 4 OF 5
EXERCISE STATION
REMOVE OLD RAMP AND CURBING
REPLACE WITH NEW ADA RAMP
RE: DETAIL H SHEET 4 OF 5
SL
--EXERCISE STATION
INSTALL PET WASTE STATION
RE: DETAIL B SHEET 2 OF 5
SWITCH THESE TWO
EXERCISE STATIONS`\
WITH EACH OTHER \
REMOVE AND HAUL OFF 650 LF. OF
EXISTING 4' CONCRETE WALK
20' REPLACE W/NEW 8' WALK
PRE: DETAILS K,L,O SHEET 4 OF 5
r.
MOVE EXCERCISE PARK
TATION 2' FURTHER SIGN
BACK FROM STREE
EXERCISE STATION
RIO GRANDE
at : $ j
k
PLEASE
PICK UP AFTI
YOUR PET
IT'S THE
COURTEOUS
INFORMATION SIGN
THING TO DO
PROVIDED BY THE CITY
AND IN
COLLEGE STATIC
IT'S THE LAW
211
Mutt Mitt
(102040) GREEN MUTT
MITT PARK DIPENSER
i
4X4BROWN RECYCLED
PLASTIC POST
P ET WA
NOT TO SCALE
DOWEL NEW WALK INTO
XISTING COURT RE: DETAIL
L SHEET 4 OF 5
REMOVE 10'
ING INSTALL 4" DRAINPIPE XISTING CONCRETE
BA BALL : DETAIL M SHEET 4 OF 5 LOW WATER CROSSING
REM V ND HAUL OFF 200 SOFT. OF HALF COURT XERCISE STATION
REMOVE 955 LF. OF EXISTING RED SILT FENCING
EXIST G ONCRETE WALK. REPLACE OWEL NEW DOG GRAVEL/W STEEL EDGING JOGGING TRAIL.
W , 0 SQ.FT. OF NEW WALK ISTING COURT HAUL OFF STEEL EDGING AND DURING CON T.
RE•D A
S K,L,O SHEET 4 OF 5
i
RE: DETAIL L
SILT FEN tea"'-----
REPLACE W NEW 6' CONCRETE WALK
£DOWEL E WALK SHEET 4 OF3 NS
DURING COT: tE: DETAILS K,L,O SHEET 4 OF 5
INSTALL 4' DI
INTO EXISTING PI I NIT PET WASTE STATION RE: RE: DETAI 1.4
RE: DETAIL L SHEET 5 DETAIL B SHEET 2 OF 5
L EW WA IST DOWEL NEW WALK INTO
INTO E G GAZEBO S SET EXISTING SWINGSET RE: REMOVE20; INSTALL PE
RE: DETAIL L T 4 OF 5 DETAIL L SHEET 4 OF 5 EXISTING CONCRETE
EL NE K XISTING LOW WATER CROSSING WASTE STATIO
DOW
INTO EXISTING EL NE PLAYGRO D RE: DETAIL B SHEET 2 OF
RE: DETAIL L SHEET 4 O
REMOVE 125 SOFT. EXISTING WOOD DICK
AND REPLACE WITH CONCRETE
DETAIL O SHEET 4 OF 5
& toe
REMOVE 241 LF. OF EXISTING RED
DOG GRAVEL/W STEEL EDGING JOGGING TRAIL.
HAUL OFF STEEL EDGING AND
REPLACE W/NEW 6' CONCRETE WALK
RE: DETALS K,L,O SHEET 4 OF 5
SILT FENCING��
DURING CONST.
INSTALL 4" DRAINPIPE
RE: DETAIL M SHEET 4 OF 5
EXERCISE STATION
REMOVE OLD RAMP AND CURBING
REPLACE WITH NEW ADA RAMP
RE: DETAIL H SHEET 4 OF 5
SL
--EXERCISE STATION
INSTALL PET WASTE STATION
RE: DETAIL B SHEET 2 OF 5
SWITCH THESE TWO
EXERCISE STATIONS`\
WITH EACH OTHER \
REMOVE AND HAUL OFF 650 LF. OF
EXISTING 4' CONCRETE WALK
20' REPLACE W/NEW 8' WALK
PRE: DETAILS K,L,O SHEET 4 OF 5
r.
MOVE EXCERCISE PARK
TATION 2' FURTHER SIGN
BACK FROM STREE
EXERCISE STATION
RIO GRANDE
at : $ j
k
ei A,fl
JUL 0 2 2010
L�. a Ej*.:
Gy�';Ks
BASEBALL
PRACTICE FIELD
X-142MA:
REMOVE RAMP
REPLA WITH NE
RE DETAIL
60 0 60
Scale T _
Z
z
IAJ
2 mi
W
L
0
! REMO LD SIDEWALK AND CURBING
EPL WITH NEW ADA RAMP
RE: AIL F SHEET 4 OF 5
i EE STATION
R 20' z
o�
IL
U)
W
r F
O
Q
(f)
0
W
r
�7
n0
L_J _
RBING
RAMP
4 OF 5 N C'...:_.,
jUN 28 10'�'�
DEVELOPMENT SERVICES
PLAT FILED: w
DATE: MAY 20 ,10
PROJECT MANAGER:
DAVID W001
(979)764-388
REVISIONS:
1
o
180
SHEET,
Planning ile Cod~ 2
4' X 36' PAPER SIZE OF 5
O
I
0 I
INSTALL #10 WIRE
IN 1" CONDUIT
36" DEPTH MIN.
OINSTALL #10 WIRE
IN 1" CONDUIT
36" DEPTH MIN.
NOTES. LIGHTS
1.) TRENCH IN CONDUIT, 48" BELOW FINISHED GRADE FOR ELECTRICAL
2.) INSTALL "CAUTION" TAPE 18" ABOVE CONDUITS FOR ELECTRICAL
3.) SMOOTH OUT/CROWN ALL TRENCHES AND HAUL OFF ROCK OR DEBRIS OTHER THAN SOIL.
4.) KEEP TRENCHES OUT OF TREE DRIPLINES AS MUCH AS POSSIBLE
5.) MAKE WIRE SPLICES/CONNECTIONS AT HAND HOLES AT EACH POLE
6.) INSTALL 2" SLEEVES UNDER CONCRETE WHERE ELECTRIC LINES CROSS UNDER
MARK LOCATION OF SLEEVES WITH STAINLESS STEEL BOLT IN CONCRETE
7.) JUNCTION BOXES ARE TO BE CONCRETE
27."
[ 689mim ]
18.1'
[46 m ]
14.0"
[ 356mm ]
+I
3.9" i
[ i00mm ]
2.1'[ 53mm ] ,
a--
Optional Photocell
Receptacle Location
nvenient,- Interlocking
BetaLED "THE EDGE" LUMINARE
CAT# BLD -ARE -2B -AA -051 -LED -B -UL -BK
277V FUSING, TYPE 2.
PROVIDE PROPER MOUNTING BRACKET
FOR ADJUSTABLE ARM
LONESTAR PRESTRESS
ROCHESTER SERIES
CAT# 161214-FB(BLK ETCHED
FINISH W/ACRYLIC SEALER)
2-3/8" O.D.TENON, POLE EMBEDDED
CONCRETE MOWSTRIP
REXONCRETE MOWSTRIP DETAIL
/ THIS SHEET
/\/\\RUN WIRES THRU HOLE IN CONC.POLE
MIN.OF 30'DEEP
CEMENT SAND BACKFILL (USE
CEMENTIOUS EARTH BACKFILL - MIX ONE
PART DRY CEMENT POWDER TO FIFTEEN
PARTS CLEAN, WASHED SAND)
I D PATH LIGHT SCALE
"LlEy-1m
T9Fq,10 tam9 '
(Ideluding LED A tw�jj
INSTALL #8 WIRE
IN 1" CONDUIT
36" DEPTH MIN.
INSTALL #8 WIRE
IN 1" CONDUIT 0
36" DEPTH MIN.
INSTALL #8 WIRE
IN 1" CONDUIT
36" DEPTH MIN.
w„
'GVD WOOD
DE:K
F f ism., a tu
_a_, RgTi�c it
8"
HOLOPHANE "GRANVILLE LED" LUMINARE
CAT# GVE-116-AS-B-4-B-S-B
SOLAR ONE "SO BRIGHT"
SOLAR PANEL RE: SPECS
LONESTAR PRESTRESS
ROCHESTER SERIES
CAT# 161214-FB(BLK ETCHED
FINISH W/ACRYLIC SEALER)
2-3/8" O.D.TENON, POLE EMBEDDED
CONCRETE MOWSTRIP
REXONCRETE MOWSTRIP DETAIL
THIS SHEET
H—RUN WIRES THRU HOLE IN CONC.POLE
MIN.OF 30" DEEP
—CEMENT SAND BACKFILL (USE
CEMENTIOUS EARTH BACKFILL - MIX ONE
PART DRY CEMENT POWDER TO FIFTEEN
PARTS CLEAN, WASHED SAND)
AREA
NOT TO SCALE
LIGHT
NOTES
1. REMOVE & HAUL OFF 6 EXISTING DEAD TREES.
REPLACE/INSTALL 6 NEW 45 GALLON TREES. REFER TO TREE PLANING SECTION
2.) SEED ALL DISTURBED AREAS 2 LBS. OF UNHULLED BERMUDA PER 1000 S.F
AND 5 LBS. OF RYE GRASS PER 1000 SF.
112 GAUGE GAL WIRE ENCASED
IN 1" DIA. RUBBER HOSE
LANDSCAPE LEGEND '
NOTES
! 1) PLANT SO THAT TOP OF ROOT BALL
(2) MONTEZUMA CYPRESS
IS 1- 2" ABOVE FINISHED GRADE.
2) ADD NEW TOPSOIL MIX
ow
MIN. OF 30" DEPTH Q TREE,
(4) HIGH RISE LIVE OAK6'x 6AREA COMPACT ALL NEW
SOIL SLIGHTLY.
\\\\ 3.) 45 GALLON TREES TO HAVE HOLE
(3) 2"x 2"x 8' METAL "T" POSTS U DUG Q 6X6 DIAM X 30" DEPTH.
2 LC 2 30 GALLON TREES TO HAVE HOLE
STAKE ABOVE FIRST BRANCHES OR AS j DUG Q 4X4 DIAM X 24" DEPTH.
NECESSARY TO KEEP FROM SLIPPING S GALLON PLANTS TO HAVE HOLE
DUG @2X2 DIAM X 18" DEPTH
FORM TREE WELL 8"
IN HEIG • ' . • FINISH GRADE
' • . FERTILIZER TABLETS
'(20-10-5,10 GRAM, 2 YR. FORMULA)
REFER TO NOTES FOR DIAM. & DEPTH .;
TOPSOIL MIX (1/3 TOPSOIL 1/3 COMPOST _
1/3 DECOMPOSED PINE BARK MULCH).
WATER & TAMP TO REMOVE AIR POCKETS ( ('
BROTHERS POND PARK
INSTALL IRE
IN 1" GOND
36" DEPTH MI .
INSTALL
IN r' co @
kYM
36" D IN.
' INSTALL #8 WIRE
IN 1" CONDUIT
36" DEPTH MIN.
INSTALL #3 WIRE
IN "CONDUIT
36" DEPTH MIN.
� �- INSTALL JUNCTION BOX
EXISTING TRANSFORMER_
AND METER
INSTALL 1- 40 AMP BREAKER TO'
EXISTING METER FOR
AREA LIGHT CIRCUIT
INSTALL #8 WIRE 4k�
IN 1" CONDUIT 0
36" DEPTH MIN.
CONCRETE WALK
CONCRETE LIGHT POLE
USE CONCRETE SIDEWALK
SECTION. DOWELL INTO
1 I EXITING SIDWALK
CONCRETE
MOW STRIP
NOT TO SCALE
INSTALL #10 WIRE `
IN 1" CONDUIT
36" DEPTH MIN.
HALF COURT
/K
xls
SW GSET � /=
_INSTALL CONC.LIGHT POLE/ L \ T�,G TO BE DIRECTLY BURIED 4' DEPTH
= RE: DETAIL 4 THIS SHEET
///�
STI
INSTALL #10 WIRE
IN CONDUIT
36""DEPTH MIN..
XERCISE STATION
INSTALL #10 WIRE
IN 1" CONDUIT
36" DEPTH MIN.
B TREE PL N ING SECTION
NOT TO SCALE
0C).QD
60 0
LLL
FIELD
DEVELONOEI T SERVICES
PLAN` E1LB_1,
120 180
Z LL1
O �- •
�o X
O►
00-
Q Z
Q o.x 0 >
W mf -O
Q c+
Z VtoF
LLI D L W
a
JQ O03
J W CLv�
O
V
VW
ce
O
Q
V oG
/Q
Y�
DATE: MAY
PROJECT MM
DAVID WO
(979) 764-3888
REVISIONS:
2 010
AGER:
PD
SHEET:
40
Scale 1 60k•
nannmy ruo �Ny
2 I " X 36" PAPER 512
1 OF 5
SAWED OR FORMED
SEAL WITH EXPANSION
JOINT MATERIAL, MIN.
3/8" 1/8" TO 3/16"
R
G SIDEWALK CONTRACTION JOINT.
NOT TO SCALE
EXPANSION JO
EXISTING
CONC. WALK
CORD
NOT TO SCALE
COMB
NOT TO SCALE
EXPANSION JO
h -
RA
F COMBI
SCALE
COMBIN
NOT TO SCALE
EXPANSION
FY�sr�ur
ANSION JOINT
EXPANSION JOINT
00
O O Off O
NOTES: SECURE G -SEAL TO THE EXPANSION JOINT
W/NAILS, SCREWS, OR STAPLES 18"O.C. ,G -SEAL
PROVIDES A FINISHED JOINT (DO NOT TOOL.)
PLACE EXPANSION JOINT EVERY 30'
G -SEAL #624 1/2" O x 1 ',12" O.C.
1/4" R 3/4" (CO TED /HEAYGREASE)
.'''''`'' .i .•'- `'_' 'fes
1/2" FIBER EXPANSION BOARD 3" LONG M ;IFAL OR PLASTIC CAP, INSIDE DIAMETER TO BE
16 GREATE THAN DIAMETER OF DOWEL BAR. CAP MUST BE
LONG ENCS I GH TO ,�O ER 2" OF DOWEL AND HAVE STOP SO
END OF C�► IS 1" FRO END OF BAR.
SIDEWALK"E
XPA 1IQ, JOI T
& CONSTRUCTIO14 J
NOT TO SCALE
SMOOTH DOWEL BA
SEAL WITH SONNEBORN SLA 1/2" O x 18", 12" O.C.
1/4" R 3/4" (CO TED W/HEAVY ; REASE)
• 4
�:'
1/2" FIBER EXPANSION BOARD 3." LONG METAL OR P1 ASTIC CAI
16 GREATER THAN DI I A METER OF
LONG ENOUGH TO C ER 2" OF I
END OF CAP IS 1" FROEND OF B
NEW TO EXISTI'IG t
SIDEWALK E N 4
& CONSTRUCTI N
2"
1"
all
E
DETECTABLE WARNING PAVER
NOT TO SCALE
#3 REBAR
Q 12" O.C. B.W. 2 4"DIAM. SCHAC DRAIN
CUT 45 OFF END G F PIPES
1'
I v..��.. ��.. tom.
V.
4i1 p' _J17
ll v li' v _ �'I F
2'x2'CONC. SLAB @
EACH END OF PIPES
DRAINPIPE'SECI t
NOT TO SCALE
EXPANSION JOINT NO.3 REBAR AM UND P
AS REQUIRED
SIDE FLARE
(TYP) T F F
No. 3 REBAR AT____/
18" CI (MAX,) ON -CENTER cl
BOTH WAYS
RAMP STAB SEC
NOT TO SCALE
SWEEP SAND
MIN 8" INTO ALL JOINTS
MAX 24"
CONC. SIDEWALK
3-1/2"
v.
4#t
D p v p p D 8f-011
v D p v
ACCEPTABLE
TRAFFIC RATED
PAVER MATERIAL
6"
T' MAX. SAND LAYING COURSE \' — — 2% MAX.
GENERAL NOTES:
1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES.
2, FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP @ INTERVALS EQUAL TO THE WIDTH OF THE SIDEWALK.
EXPANSION JOINTS @ 40' O.C.,
3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, -CURB, JUNCTION BOX, ETC.)
WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C.
4- COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS
DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT
5• A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK.
10 0 r414:11mml
01=
NOT TO SCALE
L
I
o'
— SEE NOTE 4
28 -DAY CONCRETE
STRENGTH 3000 psi
(4" THICK MIN.)
SEE FINISH NOTE
■
g F Cogifts
0 '`r
2 X
e Py
36..."" PAPER SIZE-.
INSIDE DIAMETER TO BE
DWEL BAR. CAP MUST BE
>WEL AND HAVE STOP SO
REBAR
O.C. B.W.
XTABLE WARNING PAVER WITH
VCATED DOME SURFACE
1" MORTAR BED - SHALL CONFORM TO
APPLICABLE SPECIFICATIONS
r— CONTROL JOINT PERMISSIBLE
MIN. 4"
:TE - SHALL CONFORM
;PECIFICATIONS
VARIES
1--
Z
ZLU co
O� �
Fa
�.. W � O
Z �Hh
�O ;V
Wim, �3
J Wv 3
DV
V�
v.
Otiez
�a
v cd
Q
O.
DATE: MAY
12010
PROJECT MA
,AGER•
DAVID W
(979)764-
OD
888
REVISIONS:',
SHEET:
OF 5
BRIDGE ABUTMENT
RE: DE1
PIERS @ BRIDGE,
EF. DETAIL M
i„
L
6" 7.
8'
NOTES:
1.) VERIFY ALL DIMENSIONS
IN FIELD AND NOTIFY
PROJECT MANAGER
ANY DIFFERENCES
2.) BRIDGE TO BE FURNISHED &
INSTALLED BY GENERAL
CONTRACTOR. ELEVATION = 279.3'
3.) REF. SITE PLANS FOR
BRIDGE LOCATION
4.) REGRADE TO KEEP SLOPE 1:12 MAX '
5.) RE: SPECS FOR BRIDGE TYPE
X 16' BRIDGE
BRIDGE FOUNDATION
NOT TO SCALE
3
__ VERTICAL -STEEL TO
----EXTEND 12" INTO
PIER BULKHEAD
-4 .
TIES @ 10" C -C
6 BARS
F
r
NOTES:
1.) MAINTAIN A MINIMUM OF
3" OF COVER TO SIDE OF PIER.
2.) BEAR PIERS IN SOIL
4' BELOW EXISTING SURFACE
12/36 PIER
NOT TO SCALE
ADJUST TO MATCH HEITH OF BRIDG
1.) BOL TYPE AND PLACEMENT OF ANCHOR
EXPANSION JOINT WILL BE DETERMINED UPON RECEIPT
RE: DETAIL E OF BRID E MANUFACTURER SPECIFICATIONS
1-4"1 2.) ATT CH BRIDGE TO PIER WITH
SIDEWALK 2'X 2" X4 "GALAVANIZED ANGLE IRON
\ \ \ \ •: a � - � �3 - 66M IL BARS \
\\;\\�\\;\\�
,r ° . a • _ #3 7jIES @ 12" C -C
\//hh<6 MIL POLY
TOP CHORD
�
8�
d a
,3�— 6 B 'RSA
b .
/ / q 4/
1,
r / /
I,
r III
ELEVATION = 279.3'
\/ N\
4
t
' t
x
t o
t -
- € a aT.
umw Ll
o i f _ e , /
10� i /
A-1 DIRECTED BY MANUFACTURER
3`
'CONCREff SENT BRIDGE ABUTME, SECTION
NOT TO SCALE
BRIDGE
NOT TO SCALE
I
NOTES:
1. SIDEWALK EXPANSION JOINT (30') W/G-SEAL 10 & 1/2" FIBE
EXPANSION BOARD SCORE JOINT SPACING (5').
2. HANDRUB EXPOSED CONC. SURFACE AFTER RE)VAL
OF FORMS.
VARIE
8' MIN.
SOD ALL DISTURBED
AREAS W/ TIFF BERMUDA HEAVY BROOM
FINISH CHAMFER
1% CR 1 SS SLO -
I I 60
POND
2" SAND BASE,
#3 REBAR @ 12" O.C. B.
-11
#3 CONT. @ J ' O.C.
# 2 O.C. (:
3 STIRUPS @
(2) #5 CONT. @ TOP AND BO M
I,
, I
EXISTING
GRADE
�► WcTinNt primp tr R T RAP MD WALK
FRAME JIG 1V'
LDED
ROM 1- 3/4
1- 3/41
x 1/4"
STEEL ANGLE
.
I
. A :'°
HALF SECTION ROUND TREE GRATE (SUNRISE M7265)
NOT TO SCALE
Z ,
Z ``'
0�*
Q
LLA m O
�0 W. 0
LinZ " �
W0ui
O, V
W ~ y3
mi _< 0 3
aj W
ILO
V
VW
0
Z
� N
V�
Q
AME (M7201F)
T
DATE: MAY 2
PROJECT MAN
DAVID WO
(979) 764-38
REVISIONS:
10
''GER•
D
8
SHEET:
OF 5