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WINDW❑OD SUBDIVISION
R-1 ,RESIDENTIAL N❑TE,EDGE OF EXIST. F
SHELTER IS 25' 2" FROM (--
::: ; BACK OF SIDEWALK o
;; ... KEEP ROOF EDGE SAME Q-
•••• DIMENSI❑N FROM SIDEWALK
C
FOR NEW SHELTER)- O
.. D
;.;.;. BRFIFIKWAY DRI
:
S0 ROW
;.;.... ADD 3/ URE REGULATOR CONTRACTOR TO OBTAIN BLDG. PERMIT
T❑ 65 PS FOR SHELTER AND FURNISH FRAMIN PLANT
Exist.3/4" rye r DETAILS AND SPECIFICATIONS T❑ LDG. DEPT.
. • . • .'• XIST.3/4' 11PV ER INE
9 M E .IST' YDRFINT
......._25' BLDG, SETBACK LINE
........ ------------------------------ — RE LA WIT N W NE, :
-� SRI LACK C❑LOR,KAYPARK,# SB163
;A DERSGATE - -
-••••••-
ITR
NC NC.SLAB N =--
M TH❑DIST W I N D W 0 ❑ D PARK TEE i INTGTEXITH3 E4" LINE _ ❑VE EXIST.TRASH N
_ & �TA�L_ NEW ❑NE,PIL T R CIS. T H/CN-55PN24,GREEN COLD
URCH :: A c I e EX I ST. W❑❑DS CAP OFF E IST REMOVE EXIST-.VtOOZ A% R
1
•.•••.. PVC LINE
....«�&I.C11 AND INSTALL NEW SH LTE'NEW SHELTER' T❑ HAVE AN
'' '' RECORDED BY DEED, VOLUME 1816, PAGE 2994 0FEEDING T.�'' 8' EAVE HT. & 12'
16 X 20 RE=DETAILS, HEET , --
BRAZOS COUNTY, SEPT. 1983 ADD 2 STEEL BENCH S.' �'� PEAK HT. R -I , RESIDENTIAL
II
PARK DEDICATION, MORGAN RECTOR SURVEY ON CONC.SLABS �°�XIST.PICNIC TABLE T❑�jRE�1 IN ROOF COLOR TO BE
::::::: ;. _ 9� XIST.BRICAVRSTLf `t. SLATE BY GAF/ELK
.......AN
;:;:;:... :;:;;;:;;;; REMOVE 3 EXIST. KE OUT EX S- PRESS. WASH 2 SEAT ECKS
PUBLIC WOOD BENCHES IC EV AND SIGN STAIN WIT A S]LID
v & DECKS,,, DRINK.FO REMOVE E TiN 3 ��A 2' RES I BROWN COLOR, PAINT ETTE S WH I TE i
UTILITY E
EASEMENTS i
XIST.BRICK PAVER WALK, NT � AREA NL• EXIS W
VOLUME 1985 �R
,� t$�SG� ePJ INSTALL NEW TRAS �C N
....... PAGE 19,. E��S I REMOVE 3 X 4 SE TIO
266.9 Q'; ._:: "': _.•.:::. .,
PLAYGROUND GRVE IAVEL, w ❑F EXIST.WALK 'AND REP'0 R
-f- ,;;;:::" . �` ....... G CONCRE i E DOWEL IN ❑ E> IS
NG
r.. :.::::::. :.::r :::.: ❑NC,CURBING,DRINKING i T
... _
r
•�••••�•-� •� W I N D W❑ D D P A
�. FOUNTAIN
...... ..... _�_- ::'�:•.'�:: •'�=:.:::°.::: _ ._- O.C.
37 -Acre ::::.-: �,; -
INSTALL CONC WALK ,#3 REB RS,l
NEW GAMETIME ::;.:..:.:;; :;.. ...;_.•::-• PRIOR T❑ INSTALLIN SET L E WITH BRICK �; .AVER �
RECORDED BY DEED : 'PLAYGROUND •����-�--•••••••-•• 9 NEW PLAYGR❑U�D
RE=DETAIL,SHEET 2 "';.-:: H
' - - - - - • - � 21 RE�DETAI S E 2
;.;.;.;; VOLUME 1960, PAGE 290 ;; ; ; ; ;
TOP OF CURBING TO y�J�
••••• •••••• BE LEVEL WITH
;. ;;;;;... EXISTING SIDEWALK \ \ INSTALL I , KAYPARK SB1635--�' -
�P�� / RELOCA--rE CNIC TABLE
E SLClP� �UBGRADE -TO CORNE 1 % I FILL ELIC. TRENCHES THA SETTLED
..... ..... �N ADD SWING � � �
;... 3 D VIEW ❑ P PLAYGR ❑ U N D S� G SET & GRAVEL PIT j 4' NDS C❑RR(� T� ' 9 AND REGRADE SMALL ARE
END ❑F FENCE ..... ��Z RE. DETAIL,SHEET 2 ��� L❑`flE PIPE
CUT EX I•T.TI POST 18'
RELOCATE EXIST.PICNIC TABLE BELOW GRADE REMOVE I
REMOVE BRICK PAVERS EXIST.LIM St
. l
WALK
....':':':':'::':':'.'.. ::':'.'.'..::':':':':':':'::':':.;.;:;:;:;:;:;:;:;:;:;:;::;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;: EXIST. WOODS FILL BACK I INSTALL 4' HT.IRON FENCE
. ..
. .
PIPE, S- 40 PVC EXIST.WOODS TOPSOIL I 88 LIN. FT.
" r
:-:-: ::: :.............................
..;:;.;.;.;.;.;.;.;.;.;.;.;.;. ;.;.z .......;.;:;:;:;:;:;:;:;....
I
........ SLOPE DRAINLI
....................................'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' A M I N. ❑F 1 %�_�
. ... ...... . . .
0 SILT FENCE
DURING C❑NST,
CITY
REMOVE APPROX. 230' ALT # 1
------------------------ —_— ___----OF BARBED WIRE FENCE INSTALL 4 HT.IRON FENCE
_ �1_ 11E ��LCN _ _ _ _ _ AWNED � T- PncT� — — — — — — — — — — _ — — — SPLASHBLOCK, RE+ DETAIL, SHEET 2 — — — RE DETAIL SHEET 2
PROPERTY ----------------------------
CLEAR BRUSH OR -SMALL TREES
AS NEEDED TO CONSTRUCT FENCE
NORTH
20 0
20 40
Scale 1 " = 20'
SWITCH STATION RD. (CITY ❑P CS) EX II T. GATES
GENERAL NOTES,
ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED
Hwy, 30 H❑RSEHAVEN ESTATES FROM VIEW OR ISOLATED S❑ AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW
x PHASE 4 OR RESIDENTIAL DISTRICT WITHIN150' OF THE SUBJECT LOT,MEASURED FROM
O A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH
-P R-1 THE BLDG. ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
f'
- d EXTERI❑R BLDG.a& SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10
i0 EO OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY
PROJECT LIGHT H❑RIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT
>1Wind
Wood 0- THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE.
rk
Pn
= BY'001<Way 100% OF GROUNDCOVER, DECORATIVE PAVIJNG, DECORATIVE ROCK(NOT LOOSE),OR A PERENNIAL
SW i tC%1 Stat i on rCl. GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING
LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
60
THE PROPERTY IS NOT LOCATED WITHIN THE FLOODPLAIN. FEMA FLOODPLAIN MAP #48041CO144C
KE MAP
II ,
°Fl r'
�....
ETER B. ANECIEK
606*0
a -04P;* zRCS
D• 0•
PLANNER:
PFTFR VANFCF
REVISIONS:
REVIEWED -FOR
COMPLIANCE
MAY 2 7 2009
ELEVATION
CERTIFICATE
e1 REQUIRED
D +v
C] +2'
+31
EtJ +4'
r
REVIEWED F'Q
COMPLIANCE
MAY 2 7 2009
COLLEUE 51Al"1ON
DEVELOPMENT SERVIC
PLAT FILED: A A AA
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D• 0•
PLANNER:
PFTFR VANFCF
REVISIONS:
REVIEWED -FOR
COMPLIANCE
MAY 2 7 2009
ELEVATION
CERTIFICATE
e1 REQUIRED
D +v
C] +2'
+31
EtJ +4'
r
REVIEWED F'Q
COMPLIANCE
MAY 2 7 2009
COLLEUE 51Al"1ON
DEVELOPMENT SERVIC
PLAT FILED: A A AA
NOTE: CROWN/SLOPE INTERIOR AREA TO
t DRAIN OFF OF PLAYGROUND SURFACE RUBBER CUSHION
TOWARDS CUTOUT IN CONC.STRIP PLAYGROUND SURFACING
CONCRETE BY SURFACE AMERICA OR EQUAL
1/2" RADIUS CURB RE: SPECS 1/2"
t
<. 1. < —' < 4" I / G x'1 1 SLOE
• L L. t L `� .G /
2 #3 REBARS 8" O.C. CONCRETE BASE
#3 STIRRUPS 3'O.C.
PLAY❑ROUND RUBBER CUSHIONING
NOT TO SCALE
36"x 24"x 5" CONC. SPLASH PLATE
\\� SCH. 40 P.V.C.
��t, DRAINPIPE FROM
VOLLEYBALL COURT
#3 REBAR
\.� .�\.�\.�\.� _ �; ❑ 12" O.C. B.W.
2" SAND BASE%\�/\ \\\x�\��\
ON GRADE
SPLASHBL❑CK SECTI❑N
32/
� I
3/16=1'
etieo �
2 4'
�O
P� ENCLOSED TOT SEAT PACKAGE
BELT SEAT PACKAGE
(2) 3 1/2" O.D. J�� (2) 31/ O' O.D.
1473 S
6 / i o ' m I'1. `' ► I'''1 I n
9 4 "
XSCAPE SWING
26034
XSCAPE SWING
ADD -A -BAY
26035
WASHED PEA GRAVEL
12" THICK
ON TOP OF EXIST,SUBGRADE /
PLAN OF SWIN❑S❑T
3/16=1'
12' X 4„
CONCNOW STRIP
0
DRINKING FOUNTAIN
STERN WILLIAMS # ADF-3700-C-94-32'
ACCES:
PLATE
O
N
O
8f-
' 11 IVU I t:
AL11[ METAL IS
3/ "HOLLOW STEEL PICKETS WITH CAPS 4-1/E'l O.C. TO JI BE GALVANIZED, PRIMED
AND PAINTED
1-1/2" CHANNEL RAILS( FLAT BLACK
(2 'COATS OR POWDER COAT
/ POST
2-1/2"
ITH HMETOW TOP TUBING CAP RE:SPECS FOR PRIMER )k PAINT TYPES
i %%\ 41
CLEAN AND C LD
GALVANIZE ALL
WELDS CONC. OST FOOTINGS PICKETS TO B A! MIN.
8" DIAM. X 24" DEPTH. OF 2" ABOVE II ADE
IRON FENu`__"E S HCJ
NOT TO SCA E
1-V4" IPS WASTE ' SCH. 40 PVC SLEEVE W/LONG
1/2" IPS SUPP RADIUS (ELEC.) 900 BEND
EINE. CONC.-MIN. 6' THICK
UNDER FOUNTAIN 19 x25' METER BOX
THREADED x SOLDER
ADAPTER TO COPPER TUBING
1'..
' "SCH. 40 PVC PERFORATED 3/4" PRESS, REDUCER
SET AT 75 PSI
LAST 12' OF PIPE
0 0 0 0 0 e o
3/4' BALL VALVE
3/4 SCH, 80 PVC SOLV, WELD x INSIDE PIPE
THREAD ADAPTER
XTEND 2' SCH. 40 PVC WASTE LINE FROM FOUNTAIN TO A
3'x3'x3' DRAINFIELD W/WASHED GRAVEL ENVELOPED IN 3'x3'x3' DRAINFIELD FILLED W/WASHED GRAVEL TO 1'-0' FROM
DRAIN FIELD FILTER FABRIC GROUND SURFACE, LOCATE DRAINFIELD 20' FROM FOUNTAIN.
SIDEWALK AND DRAINLINE/RAVEL DRAINPIT
NOT TO SCALE P F
12
4
18;h3 _
,s
END ELEVATION
SIDE ELEVATION
SHELTER IS A PRE EAB,UNIT
LITCHEIELD,16'X20',PB-1620
---------------- ---- --------- -----�
I I
II
II ' II
It II.
ii
II I I
ii
11
II
r-
1
t l Q
11 1 I II o
tt II " D a
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II II o. Q z
1I '' o a
II II
II
It
II tt
II I II
'► ' tl
11 II
, t
----- -------------------------- t - l
' c
13'-6' CTR./CTR. DF CUL. PIERS
16'-10' (MIN.) OUT/OUT OF SLAB
ROOF FRAMING PLAN MAY VARY BASED ON PIER DIAMETER
1/4"=1' 1/4
Lamm
N
DOWEL INT❑
EXISTVALK
# 3 SMOOTH
BARS,12" D.C.
a
OF FOUNT.
NOT TO SCALE
FTG. & COLUMN
J
O
U
O 0
� II
11
\\\ O 0
ICK PA FRS
F"T"I
t 1 H
11 H I
3/4 A A. .S—
AL
S AL REIN'ORCING I I
#4 REB RS
RIZ. ' REINFORCING
#3 EBARS , I I
OLUMN PIER I
r
3/4"=1'
FOUNDATION PLAN
I-
32'6// _.
K
lA1VCE
• •TF-�'
PLI
( NCE
6 l A i ION
.OPM
••• •'•9iS�
2 BENCHES,STEEL
2' 09
VICT❑R STANLEY
-'"--=1'WID'E- CUTOUT- FOR -DRAINAGE
CR -96,6' LONG
...........................................
...... • • • • • • .. .
y' 602
E .
IBIS'
FOREST GREEN
•
• ,p 00. v
Z°s9 :/ STrE '-'��'
ON 3' X 7' SLAB
II ';',
(
�
L
� PE •ARG
. . . . . . . . . . . . ROCKSCAPE .
80485. �. .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . SOCIAL . . . . . . . . . . . . . . . . . . . . . . . .
.
�_j
V 1
. . . . . DISC. . . . . . . . . . . . . . . . . . . .
rncn
Q
6� .. . . . . . . . . . . . . . . UflUS'. .(BELOW) . . . . . . .
.
O FW-
m
ri rr
1 X 4
�A T 26072 $x943
%�n , 6'
Q;
WILDERSUDE . .
.
t --I
. . . ., . . . . . . . STEPPED. . . . .
o
C❑NC,M❑W STRIP
P.LATFDRM. . .--�. . .
81325. . .
v
LiJ
. TRIANGULAR • . . . . . . . .
cn O L'
�i
0
. . SHR OU WAY X=POD ' ' . . . . . . . . . . . .
26094 e4) � ASHIKO AND . . . _ • . . •
CL I
0
.
..........
. . . . . . . STEP • . ' DJEMBE• 3-51
. . . . . . . . 26058 . . . . • 80944'
........ 4'
U
OT ARCHED . . . . . . . . . . . . .
.
. . . XCELERATOR . . . . LOOP LADDER DOUBLE . . . . . . .
26078 ' ZIP SLIDE
.
V1
26077 . .
. . . . . �'. . . . . . . . . . . . . . . . . .
•
.
SINGLE LINK
CROSS BEAM . _4,� STEPPED .
/ //
15 9
.
• . . . . . . . . . . .26092. •PL•ATFORM . .
. . .81202
.PLAC.E *°
. .POURED .IN . °� ,:
.
.
. . . RUBBER- CUSHIONI-NG . . . . . . . ° . . . . TRIANGLE . . . .- . GAMETIME . . . . . ,.
.
.TRANSFER . . . . . . . . . .
CLOVER LEAF PLATFORM ..... P L A Y G R O U N D. .
' ' ' ' .
'
' . ' ' ' CLIMBER 80688
. . . . . . . . . . . . . . . . . 80-335
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. .
.
. . . . . . . . . . . .
4 4'
PLAN OF PLAYGROUND
32/
� I
3/16=1'
etieo �
2 4'
�O
P� ENCLOSED TOT SEAT PACKAGE
BELT SEAT PACKAGE
(2) 3 1/2" O.D. J�� (2) 31/ O' O.D.
1473 S
6 / i o ' m I'1. `' ► I'''1 I n
9 4 "
XSCAPE SWING
26034
XSCAPE SWING
ADD -A -BAY
26035
WASHED PEA GRAVEL
12" THICK
ON TOP OF EXIST,SUBGRADE /
PLAN OF SWIN❑S❑T
3/16=1'
12' X 4„
CONCNOW STRIP
0
DRINKING FOUNTAIN
STERN WILLIAMS # ADF-3700-C-94-32'
ACCES:
PLATE
O
N
O
8f-
' 11 IVU I t:
AL11[ METAL IS
3/ "HOLLOW STEEL PICKETS WITH CAPS 4-1/E'l O.C. TO JI BE GALVANIZED, PRIMED
AND PAINTED
1-1/2" CHANNEL RAILS( FLAT BLACK
(2 'COATS OR POWDER COAT
/ POST
2-1/2"
ITH HMETOW TOP TUBING CAP RE:SPECS FOR PRIMER )k PAINT TYPES
i %%\ 41
CLEAN AND C LD
GALVANIZE ALL
WELDS CONC. OST FOOTINGS PICKETS TO B A! MIN.
8" DIAM. X 24" DEPTH. OF 2" ABOVE II ADE
IRON FENu`__"E S HCJ
NOT TO SCA E
1-V4" IPS WASTE ' SCH. 40 PVC SLEEVE W/LONG
1/2" IPS SUPP RADIUS (ELEC.) 900 BEND
EINE. CONC.-MIN. 6' THICK
UNDER FOUNTAIN 19 x25' METER BOX
THREADED x SOLDER
ADAPTER TO COPPER TUBING
1'..
' "SCH. 40 PVC PERFORATED 3/4" PRESS, REDUCER
SET AT 75 PSI
LAST 12' OF PIPE
0 0 0 0 0 e o
3/4' BALL VALVE
3/4 SCH, 80 PVC SOLV, WELD x INSIDE PIPE
THREAD ADAPTER
XTEND 2' SCH. 40 PVC WASTE LINE FROM FOUNTAIN TO A
3'x3'x3' DRAINFIELD W/WASHED GRAVEL ENVELOPED IN 3'x3'x3' DRAINFIELD FILLED W/WASHED GRAVEL TO 1'-0' FROM
DRAIN FIELD FILTER FABRIC GROUND SURFACE, LOCATE DRAINFIELD 20' FROM FOUNTAIN.
SIDEWALK AND DRAINLINE/RAVEL DRAINPIT
NOT TO SCALE P F
12
4
18;h3 _
,s
END ELEVATION
SIDE ELEVATION
SHELTER IS A PRE EAB,UNIT
LITCHEIELD,16'X20',PB-1620
---------------- ---- --------- -----�
I I
II
II ' II
It II.
ii
II I I
ii
11
II
r-
1
t l Q
11 1 I II o
tt II " D a
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II II o. Q z
1I '' o a
II II
II
It
II tt
II I II
'► ' tl
11 II
, t
----- -------------------------- t - l
' c
13'-6' CTR./CTR. DF CUL. PIERS
16'-10' (MIN.) OUT/OUT OF SLAB
ROOF FRAMING PLAN MAY VARY BASED ON PIER DIAMETER
1/4"=1' 1/4
Lamm
N
DOWEL INT❑
EXISTVALK
# 3 SMOOTH
BARS,12" D.C.
a
OF FOUNT.
NOT TO SCALE
FTG. & COLUMN
J
O
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O 0
� II
11
\\\ O 0
ICK PA FRS
F"T"I
t 1 H
11 H I
3/4 A A. .S—
AL
S AL REIN'ORCING I I
#4 REB RS
RIZ. ' REINFORCING
#3 EBARS , I I
OLUMN PIER I
r
3/4"=1'
FOUNDATION PLAN
I-
am
FOR,
K
lA1VCE
• •TF-�'
PLI
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2' 09
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AY 2
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6 l A i ION
.OPM
NT SERVI ES
FILED:,;;,
-
METAL T -POST
AS REQ'D. TO MAINTAIN.
SPACED 6' APART
SILT FENCE AND/OR
HAY BALES TO BE
USED IN AREAS OF
DRAINAGE FLOW.
NATURAL GROUND
4"X4" MIN. TRENCH
I wil-movol
- 2"X4" WIRE MESH
FASTENED TO T -POST
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T -POST & WIRE MESH
8" OF FILTER FABRIC TO EXTEND
INTO A TRENCH AND BE ANCHORED
WITH COMPACTED BACK FILL
ALLOW 2.5' TO 5' AT TOE OF
SLOPE FOR SEDIMENT TO
ACCUMULATE. ALIGN FENCE
ALONG SLOPE CONTOURS.
OF VLO\N
i / ' "
4"
4"
20"
SSLMBLY
NOTES:
SEAL
1 SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES.
2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP @ 4' INTERVALS. EXPANSION JOINTS @ 60' O.C.,
CONTRACTION JOINTS @ 4' O.C.
3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCT
DN 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
D NST
A
DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIM
MO
ST
RE CONTENT
�
5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH
�IMSIIDEIW
ALK.
SEAL WITH EXPANSION
JOINT MATERIAL SMOOTH DOWEL BAR
1/4" R_\ 'I" I X 18", 12" 0. C.
3/4" (COATED W/HEAVY GREASE)
4'
NON -EXTRUDING FILLER -IJ j
3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE
GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BE
LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO
END OF CAP IS 1" FROM END OF BAR.
SIDEWALK EXPANSION
& CONSTRUCTION JOINT
0" MIN 4'-0"
2% MAX.
, r
#3 BARS @ 12" O.C.E.W. OR
#4 BARS @ 18" O.C.E.W.
4'CONCRETE S
Ll
I I
SEE NOTE 4
28 ---DAY CONCRETE
jR EN 13TH = 3000 psi
(4'1 THICK MIN.)
SCE �FINISH NOTE
S��PP � -03 �
3'-0" MIN.
VARIES 5'- 0
<1
2% MA X.
7,777�1
17
SEE NOTE 4
GENERAL COTES. #3 BARS @ 12" O.C.-E.W. ORA- �Y CONCRETE
#4 BARS @ 18" O.C.E.W. S FRENCITH -I L 3000 psi
N.)
(4" TH IK MI
!S
ALL AREAS WHERE EXISTING 'VEGETATION AND GRASS COVER SEE FINIH NOTE a Q
HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY 0
BLOCK SODDED OR HYDROMOLCHED AND WATERED UNTIL SCONCRETE SIDK
GROWTH IS ESTABLISHED, IN DEVELOPED AREAS WHERE GRASS
IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS
SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF
LAST DISTURBANCE.
SAWED OR FORMED,
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED 1/8" TO 3/16 SEAL WITH EXPANSION 6'-0" ARIES
DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY JOINT MATERIAL, MIN. E-1
CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE 3/8" R <-- 2% MAX.
------7777
0,
0.
VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS 1
° i Lj
COMPLETE AND THEN REMOVED BY CONTRACTOR.
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF
SILT AFTER EVERY RAIN.
4"
SIDEWALKNCOTRACTION JOINT
SEE NOTE 3
, I � O.C.E.W. C7 lAl rl \D
#3 BARS @ 12" O.C.E.W. OR
#4 BARS @ 18" O.C.E.W.
6'CONCRLTL S-.
3-DA'Y CONCRETE
RENG_N =,3000 psi
41 T 10l, MIN.)
3EEh F IS NOTE
CONCRETE SIDEWALK,
SWI -02
PrA
DATEWAY 14,2009
PLANNER:
Peter B.Vanecek
REVISIONS: I
SHEET:
3
:EET*
OF 3
E-4
(D
4—)
00
01--
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0)
0 -) V)
<
Q)
m~
>
00
LIJ
00
0
<
0
cn 0
O
eH
CL
0
0
S��PP � -03 �
3'-0" MIN.
VARIES 5'- 0
<1
2% MA X.
7,777�1
17
SEE NOTE 4
GENERAL COTES. #3 BARS @ 12" O.C.-E.W. ORA- �Y CONCRETE
#4 BARS @ 18" O.C.E.W. S FRENCITH -I L 3000 psi
N.)
(4" TH IK MI
!S
ALL AREAS WHERE EXISTING 'VEGETATION AND GRASS COVER SEE FINIH NOTE a Q
HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY 0
BLOCK SODDED OR HYDROMOLCHED AND WATERED UNTIL SCONCRETE SIDK
GROWTH IS ESTABLISHED, IN DEVELOPED AREAS WHERE GRASS
IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS
SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF
LAST DISTURBANCE.
SAWED OR FORMED,
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED 1/8" TO 3/16 SEAL WITH EXPANSION 6'-0" ARIES
DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY JOINT MATERIAL, MIN. E-1
CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE 3/8" R <-- 2% MAX.
------7777
0,
0.
VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS 1
° i Lj
COMPLETE AND THEN REMOVED BY CONTRACTOR.
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF
SILT AFTER EVERY RAIN.
4"
SIDEWALKNCOTRACTION JOINT
SEE NOTE 3
, I � O.C.E.W. C7 lAl rl \D
#3 BARS @ 12" O.C.E.W. OR
#4 BARS @ 18" O.C.E.W.
6'CONCRLTL S-.
3-DA'Y CONCRETE
RENG_N =,3000 psi
41 T 10l, MIN.)
3EEh F IS NOTE
CONCRETE SIDEWALK,
SWI -02
PrA
DATEWAY 14,2009
PLANNER:
Peter B.Vanecek
REVISIONS: I
SHEET:
3
:EET*
OF 3