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\ / / 3. ALL UNDERGROUND CONDUIT SHALL BE RIGID PVC SCH. 40 UNLESS ..
ETIC/
NOTED. OTHERWISE. FaC�I ,
/ ////
/ � / Firm Regis on No. 3709,,,.,.,.
\ATHLL/ / NO UNDERGROUND
\ \ /,/ / :/ / 4. CO DUIT SHALL BE ROUTED THROUGH ATHLETIC
/ % \ /.E OF T
`�.= \... \ � ' ; PLAYING SURFACES, R0 LIGHTING AND POWER CONDUITS AROUND '� •............. F
THE FIELD PERIMETERS
5. ALL CONDUITS SHOWN N THIS PLAN SHOULD BE MINIMUM 1 UNLESS •••••••••••••••••••••••••.••••••••••••••••
\ \ \ f / / NOTED OTHERWISE �' MARK H. MADORSKY
FIELD\ ✓ / / / / /
79308
6. SPORTS LIGHTING EQUIPMENT, THIS DRAWING REPRESENTS
,APPROXIMATE LOCATIONS OF SPORTS LIGHTING. POLES THEIR FG �
'\, \ RESPECTIVE HEIGHTS, AND SCHEMATIC POWER CONNECTION cSS ......
INFORMATION. REFER TO SPECIFICATION 26 05 10 PERFORMANCE
/ON
CRITERIA AND ALL OTHER PERTINENT INFORMATION.
7. PROVIDE AIRCRAFT WARNING LIGHT AT TOP OF EACH SPORTS LIGHTING -
:' � 'f;•/,/ ,/ POLE. WIRE AND CONNECT TO ILA -39 WITH 2 6,1 10G 1"C. y / a22nd S=
\
Pim
DETENTIONHoLst Teme 77040-104
;' / Rhona 713.965.0608
\
a' / ,. FaTc 713-961-46A
S2
' � / � - � - SITE PLAN KEYS® NOTE
100 r
7x T F -3M
/\\.... ALT. , 60 / / 1 CONDUIT WITH PULL STRING TO PANEL LC FOR POWER AND 1
\ /
/ / \\.. DP A\ / ;
CONDUIT WITH PULL ST�tING TO MAINTENANCE SHOP FOR DATA
MITIGATION
,11 1" 11 11
LC -6, / i i ; 1 ? 2 PROVIDE 1TX1TX12" ,LICE BOX WITH COVER FOR FUTURE
/ t I
I
SCOREBOARD
� O . I
\ / / \, .. ( f PROJECT NO.
% f ��• / i/ / 1 ! I I
f FACILITY( ; 1211C
/ DATE 12/03/2012
/:• f' ;' / DRAWN
j' ! j' CHECKED
REVISIONS
\ \ ! 155UE PROPOSAL
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ELECTRICAL
X SITE PLA I
ELCTRICAL SITE PLAN
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CONSULTANTS
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CONSULTANT6
SPORTS
VULCAN V-341''8-1 MANHOLE GRATE PSK Sports Qf
oup
fl Oreemy plea•
48nd Hoot
STANDARD 23-I/2" MANHOLE F1ale4o14 Tsx= 7701E `
HIE) goo -one
aOD00��D�Dd
LAVER E FRAME
Q D SEE NOTE 10�
_ 0 D _
DD DD
P®K CtvF
NOfF6: 11 �iADJUSTMENT RINGS (2 MIN.) R>EM
L PRECAST CONCRETE MANHOLES TO MEET ASTM C478. 22 7701E
ALL JOINTS SHAD. BE SEALED WITH "RAM -NECK" OR
Z•PREAPPROVED EQUIVALENT.THE NUER OF El OTMAL
CONE i POK NIEP Group
DEPTH OF MANHOLE SHALL 3: RISER SECTIONS AND ADJUSTMENT RINGS REQURED. I � (CONCENTRIC OR ECCENTRIC) 4�d Fk9t
7701E
IF THE BASE SECTION IS PRECAST WITH A BOTTOM, A 1211
l7l1iEE 000E
THICK CEMENT STABILIZED SAND BASE SHALL BE REQUIRED
4. BENEATH THE STRUCTURE,
BACKFILL AROUND MANHOLE WITH 1.5 SACK PER CUBIC
YARD CEMENT STABILIZED SAND.
PREFORMED CIRCULAR BLOCKOUTS REQUIRED FOR ALL
6. CONNECTIONS TO MANHOLE. (0.0.4' MAX.) -*-RISER SECTION
LIFTING EYES SHALL BE REQUIRED OF ALL SECTIONS, :
7. USE STANDARD CAST IRON FRAME AND COVER WITH THE
WORDS "STORM SEWER", i
8. WHERE GRATE TOP MANHOLES ARE SPECIFIED, USE VULCAN 4'-0" MIN.
V-3418-1 CAST IRON FRAME AND GRATE
9• WHERE MANHOLE NOT LOCATED IN PAVED AREA, GROUT
FRAME IN PLACE WITH NON -SHRINK GROUT,
10. WHEN HDPE PIPE IS USED, PROVIDE 611 CLEARANCE BETWEENe
- MANHOLE BOTTOM 4 FLOWLINE OF PIPE. GROUT ENTIRE
BOTTOM OF MANHOLE, EXTEND PIPE INTO MANHOLE AT
II. LEAST ONE FULL CORRUGATION.
: NO JOINT WITHIN 6 FEET OF MANHOLE. n
24 MAX.
FOR 48" MH
5 12 MIN.
NOTES:
CONSTRUCTED OF 6"
1. WALLS SHALL BE CON A - a - ° d 112
u i
REINFORCED. CLASS "A" (4000 PSI)
a
CONCRETE.
VULCAN, V-4880-3. CAS
2. PRECAST CONCRETE INLET BASINS SHALL IRON INLET FRAME 4 GRATE- #A BARS m 12 O�EW CONCRETE BASE (G I )
BE PROVIDED WITH PRE FORMED
KNOCKOUTS ONLY N
WALLS WHERE PIPE
CONNECTIONS ARE TO BE MADE.
KNOCKOUTS SHALL BE PIPE O.D. + 4" MAX. COOL
AND CIRCULAR SHAPED. COCJClO
p�OL�
ODC7C1
3. IN GRASS AREAS, FOLLOWING FINAL s
GRADING, THE CONTRACTOR SHALL PLACE pOL�C] A
SOLID SOD A MINIMUM OF 5 FEET AROUND r+ OOI�C= 9 TYPE "Cn STORM MANHOLE
0000 N.T.S.
PERIMETER OF TOP OF INLET. OOC�O
4. IF THE BASE SECTION IS PRECAST WITH A i��1`+ 000
BOTTOM, A 12" LIZED
SAND BASE SHALL BE REQUIRED BICK CEMENT ENEATH
THE STRUCTURE, EXTENDING 12" PAST THE
OUTER FACE;
S. WHEN HDPE PIPE IS USED, PROVIDE 6"
CLEARANCE BETWEEN INLET BOTTOM 4
FLOWLIN£ OF PIPE. GROUT ENTIRE BOTTOM SCARED JOINT
OF INLET, EXTEND PIPE INTO INLET AT TI
LEAST ONE FULL CORRUGATION. NO JOINT
WITHIN 6 FEET OF INLET. 1'-0° �1,0u TOP OF CURB
RISER SECTION AND/OP, PLAN V I EW
3/8i' X 3° PASS STOVE BOLT IN 70P OF CONCRETE CURB
6. INSTALL FILTER FABRIC OVER INLET GRATE TRANSITION AS REQUIRED AT EACH E D OF SLEEVE
VENT SILTS FROM ENTERING INLET.
TO PRE -011
H1 : :': ' "
7. IF BOTTOM SECTION INSIDE DIM. IS
'. 4 \
.• . �.: ,>•.;, . .... „ . ,�. • . • „ 1 n 611 60
LARGER THAN 30"X30", PROVIDE ___(MAX . I A .DIA 2
TRANSITION SECTION TO ACCEPT A
. •J /
301'X30" FRAME 4 CRATE. Wt 4n
a
'_ " A.S.T.M.
I #4 BAR ON 2 0 CENTERS W/ `-�����'�'t� • .. , .
DIMENSIONS - - TOP OF STREET PVMT. - - u .. - 11 - .21-6" - II. • • ••a' : - i,
7 •
GRATE - - DESIGNATION A-615; GRADE 60 DEFORMED. : - .6 " 6 �•.a • .. ' ... a • • a li
VVI H7 Ti .� SIZE - -
...LAIN.) a ••, ... ,;
"
48 42 6 36 30"X30"I{ ..
60" 54„ 6" 48" 30°X30" _ - _ _ - - -
21-011
a n•
72 66 6 60 30 X30 ALTERNATE CURB REINFORCING 611
84 78 6 72 30"X30"- - (
96" 78" 6" 84" 30"X30.. _.
4-#3 BARS EQUALLY SPACED
#4'S 0 12 OCEW #4'S 6 12 OCEW 2 " 6.
- #4 BARS 12 O.GE.W. GEMENT• STABIUZED'SAND
11
6" MIN. - i. :•, ... ::. - I
1 #. 11 _
5 CONCRETE APRON __ 4 BAR CONTINUOUS w/ 10 LAPS
COMPACTED SUBGRADE ®95Z SPD '' • ' ' - -
" ii #4 BAR ON 2'-0" CENTERS, 6" LONG
314"X6" BOLTS (4) - 2"R -
PIPE 0. D. +
6" MIN. 30" MIN.) c "
( : 41' a 1 R " SCH.40
#4 BARS 0 12" OGEW (MIN.) 6 PVC, ( )
n, a a a
PIPE SLEEVE
° . • <' a a NOTES:
VARIES
DEEP
:-•
A a : a ° G ALL BE CONTINUOUS WITH I DEE
V °d e d 1. REINFORCING SH
' • • CONTROL JOINTS AT MAXIMUM 10 FEET SPACING _ - •• � � '••• • ••
HDPE
RGP 2. FLOAT EDGES I/4 INCH MAXIMUM A7
ALL JOINTS.
STORM SEWER
SEWER INE THE CURB SHALL BE PLACED PVC GAP AT .EACH END OF SLEEVE
STORM WHEN THE CURB IS NOT PLACED BY MACH
BY HAND OF THE SAME DIMENSIONS SHOWN (UNLESS OTHERWISE APPROVED
:.:::,-'• .' c : BY THE ENGINEER), BY FLOATING, STEEL TROWELLING AND FINISHING BY HAND
•'' "-' 8" MIN. BRUSHING.
#5 BARS ® '
12 OGEW (MIN.) I -
GROUT f 3'-6" (MIN.)
1 -
NON -SHRINK
SEC- I
ON "All
An
CRETE FLUME 5 [PIPE SLEEVES
N.T.S. (I
CRETE APRON % MOUNTABLE CURB 6 CON
TYPE A INLET. WITH 5 CON N.T.S.
N.T.S. N.T.S.
I
Archut�C
_ -
Erwfneei 77rx
- Plary ing
3/4" REDWOOD JOINT (SEALED W/ SILICONE SEALANT)
CONCRETE WALK JOINT SEALANT FSCI • CN
#3 DEFORMED DOWELS, 18" LONG, 18" O.C.;
DRILL E EMBED 6" INTO PVMT. W/ EPDXY CEMENT:
2% TLP. 6" CONCRETE CURB
CONCRETE PVMT.
H.F. SCHI EID
...... ... ...
691 02
.t o�•!'F F •. �/ STER
• � 1 S ii ,
/8" TO 114" - 1� S�0 L
(S AWCUT ) e>Ai NA
LUBRICATE THIS END
ENLARGEMENT 11 or!te1'1 ei
BILIZED SUBGRADE
D/4
0/2 - HOUSt R T@x�Le
Ph011ec 73.91
F - 70.91°
#6xl i-6" SMOOTH #6x1811 SMOOTH DOWELS ® 12" OG TX IFS F
#4 BARS @ 1811 OCEW �6n "1 DOWEL ® 12 OC 411
PLAST2° TYPE "D" H•M.A.C. JOINT 1 COVERT (3/4"DOWEX 9 )
SEE PLANS " 511
. D/2 SCREW TYPICAL u
TACK GOAT SS -1 0 0.15 GAL/S.Y, 5
•
(OVERLAY ONLY)
� SUBGRADE. .. • . • .
JOINT SEAL (SILICONE SEALANT) STAB. • ' '
PR I MER COAT SS -1 0 0.25 GAL/S. Y.
NEW PAVEMENT ONLY) 4 I/2" MIN.
•• � I � PROJECT 0
.� ( I/ TYP.
.. DATE
PLACE CHAIRS AT 36" O.G.-
DOWEL BASKETS MAY BE USED D/2
n l - NOTES: IN LIEU OF OPTION SHOWN.
1#4 Rs m IS'I ocEw BA DOWEL SUPPORT PLATE, TYP: DRAWN
8" CRUSHED STONE BASE COURSE 1 1
GEOTECHNICAL REPORT) it E REINFORCING BARS TO BE SECURELY ANCHORED TO PREVENT : REVISIONS
(REF. GEOT #3 RS @ 16 OGEW 1, SMOOTH DOW LS E
MOVEMENT DURING PAVING OPERATIONS.
REDWOOD EXPANSION JOINT
7H LOAD TRANSFER DEVICES - I"•REDWOOD EXPANSION BOARD
, f 2. SMOOTH DOWELS SHALL BE CUT TO LENGTH IN A MANNER TO PRODUCE A SMOOTH, - • ' �: •
0 2 INCH CENTERS. T AND EVEN BAR DIAMETER THROUGHOUT THEIR FULL LENGTH. 611 - 811 STAB1.LIZED SUBRADE ' FM Ff
611
STABILIZED SUBGRADE STRAIGHT GH
5% 7\
i�JJi�
/i fr >, •�, UNIFORMLY COMPACTED TO 9
OVERLAP
STANDARD PROCTOR DENSITY 3. MAXIMUM SPACING TO BE 15 FEET UNLESS PREAPPROVED.
<<.:• f.: i : NOTES:
.:.!
rf y �''. ✓ „° . " yi ' (REF. GEOTEGH N I GAL REPORT)
I, SLOPE 7RANSVE SURFACE I/4" PER FOOT IN DIRECTION OF GENERAL SITE AREA DRAINAGE. 4. SAWCUT JOINT WITHIN 6 TO 12 HOURS OF CONCRETE PLACEMENT.
'::>.::•: -:✓ * <.; a JOINT SEALANT. MOVEMENT
2. FLOAT ED 1/4" MAXIMUM AT CONTROL JOINTS. 5. SAWGUTS I/4 WIDE ARE 70 BE SEALED. SEE SPECIFICATIONS FOR REQUIRED NOTES:
I. PROPERLY ANCHOR BOARD JOINT 70 PREVENT i E�
#4 SMOOTH BAR w/ LOAD KEY UO" LONG). DURING PAVING OPERATIONS.
W/ 3. USE R OOD BOARD EXPANSION JOINT /
2. MAXIMUM SPACING TO BE 45 FEET UNLESS APPROVED OTHERWISE.
4. R OOD BOARD EXPANSION JOINTS ON 15 FOOT CENTERS MAXIMUM.
3, STAKES TO SUPPORT FORMS SHALL BE DRIVEN A MINIMUM OF 211
5. NTROL JOINT SPACING NOT TO EXCEED FIVE (5) FEET, SCORED, TOOLED OR SAWN BELOW THE TOP OF PAVEMENT.
JOiNTS SHALL BE 1/4 THE PAVEMENT THICKNESS BUT NOT LESS THAN ONE (1) INCH.
6. SIDEWALK JOINTS SHALL ALIGN WITH PAVING JOINTS WHEN SIDEWALK IS ADJACENT TO PAVING.
qvil
'
O TRACTION JOINT (T) N.T.S.IBOARD EXPANSION JOINT (X).T.S. DETRANSVERSE C NTYPICAL ASPHALT SECTION N.T.S, CONCRETE SIDEWALK /SIDEWALK ►LONG CURES N.T.2�
I
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CONSULTANTS
SPORTS
- F�K8porte Qroup
ggna Pkmr
Fbtsta4 Tuate 77G40
ff181006 0@4S
_ - n I_ nm
CAST BAR (iJ5 GRADE 60) IN-, �h V++ii
NEW CONCP,ETE OR SEL i
T IN i"
DIAMETER HOLE FELLED WITH co F�@K Civii Group I
nh
NON -SHRINK GROUT OR EPDXY `\ rte) ^m, saki 17o0f 11 �•
IN EXISTING CONCRETE \ � c d Fi07tltQd+ Tn�.7M40
! )2, `" F.nX -3'X3' MAX ; 3'X3' ? x I71�i 00010000
GABION MATTRESS j -� i SLOPE ¢;t // GABIOtdSSLOPE -0:t i GABIONS ��
t f_ {TYP.) / / {TYP.) EL.ECTFUCAL
y .............. I 1.7W_ EF PLAN -.` - . jc ,{ k:...:z TW Ey- LEV REF PLAN
` t.
_.. _
y
USE DLaPHRAGFd... I ct - I QQf!_�0 �
v c QrQup
AS CONCRETE - Lw i' ,. \ � A
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-N W OR EXISTRJ t . �. ", �� N t I f ft$
FORM / ' - � ,.a w � h / ). .;r , 77040
CONCRETE STP.UC71JRE COMPACTED--/ f - ° COMPACTED-� ` " '-' z ,- ="T""
GEOTEXTILE ., / - i NATIVE SOIL a" ,1 , '"s,-.. < "';. 7 Q NATIVE'SfJ i y ;. 'n c N
FILTER FABRIC W( �1 ! � o � � x a
30OO P51 CONCRETE .. . .. -`0. < 1•_. ," -J"./"-7& BW ELEV REF. PLAN _ Y -y r - '� w ¢ FV REF PLAN 03 n -
m]j
rr � � TW EL
GABION/CONCRETE STRUCTURE CONNECTION t ;I `` ' ' �i
. 1,c1. ..<...< ' (\ I. \I' _..."" _� �Cr'!d r' �. SURFAC GRADE OF I v o
r t j ° =SURFACE GRADE OF ti . J., 1 BW ELEV r , z
f /. ; - S : p REF PLAN CHANNEL, SECTION gin c
N.T.S. - GECiTE>:jLE.• - \ r r' - -' `C%HA`JNEL. SECTION P,EF PLAN OE07cXTiLE - /i r,. > ..
Y ":_ Za ./ •_, _ j y I REF PLA J
t
FILTER :. y FILTER s 'J ( s // I.
'� STRUCTURAL' FILL SHALL - - "' r' �� ? < - ° '� -C•._. t o.�
FABRIC :. :: - ( ' .. FABRIC .t. c. .;.7` : : J t L,.
S _ t �" Ct., ,..c -/'...BE LEAN..CLAY WI".H MAX - ..�: „' �'-�,,'•: .r f"
SAW CUT EXISTING WALL FLUSH-,. /_6"x6" PRESSURE < ;r ' ; � '. 9
d J,%, I STRUCTURAL FILL'"'SMALL BE LEq�N �
LL OF, 4_. AND A PI OF
AFTER POST INSTALLATION { TREATED POST 1 ` '`�"'j ,:� =r' . �,. / < r `� .p
76-32 L Ot4PACTEO IN «.r. _,.
/ _ ✓ o , r a r / �L'AY H'MAX CCATEQ ELAND A mIR
°
....,.... , ._ --' I O, . 8 32'COMP .
MAXIMUM. E ;LIFTS 70 95% ................................. c
GABION SHALL. BE ..3 -O =:. ...I . GABION SHALL BE-'- ,...... 6.-b, ._....... � wm
/ ----
• :a ::L' :::::::.::-.......... _ \ - - AaAYIMI!M 6". UF3S 70 95ry
. ... .... ... . .. STANDARD PROCTOR AT FOUNDED IN CLAY '... :...'.:::.'... _......:-::::::::: _:::......::::-•:;
FOUNDED IN CLAY n . ..... ._..-- ---... ..__ -_.,.
.... .. ... .. .. \ c STANDARD' PROCTER AT A
. ..... ..... ..... .........
STRATUM OR ON -: ::. MOLSTURE CONTENT 0: 19
STRATUM OR ON \ " - __ ._ - _-_ - _._ __ __ _ N.
r
- ._.::...-:::::_:_:. " BELOW t.37, ABOVE STRUCTURAL ,
. STRJCTI.RAI. ._...::... ..::.._-..-.._ .:"......._ - - TE i.
- . . \ - - - - - - &11 .3q A 0 MOISTURE -CON U¢iiM.UM. 1 itT
" ..: ,..' ... .. , ..:.:�:::•:::._�:.:!_.....�:_. "OPTIMUbf A
r., .... - BnCKrILL AS SHOWN a c 'cw _r. _ ,. BACKFILL S ShiOWN - ----------- -- - _---
� BELON
. .. ................=.-----...-.
.._ ..... ...
\ r •I. �;A6:,J/� .,,� - .T f:.. f.: ; ✓ . i rr\:.%✓ / ':/ /n: r/.. /! / . r / .,ice
_ ;.. //...:" "..:,..!fir. \•<T�: /..%,.,'/.: ai�;.r.i,., rY:,, ii.�./ G.;z\�/, ,�., ,. C,:.,, ✓::,�:. ,i. .i,:..i..,,/.,. :,tet? y++
: o
p - - Y`-VE.RY STIF'f, LIGHT GRAYISH -TAN 70 - \-VERY STIFF, k -LENT GRAYISH -TAN TO �`_ t�' �� - _
GRAYISH -TAN CLAY STRATUM GRnYtSti-TAW CLAY STRATUM �a� i ZI
,, . .. EXHIBITING A MINIMUM UNDRAINED EXHIBITING A M(hJIMU?.7 UNDRAINED +Y t Svb.1 .
} �y� _
COHESIVE STREtdGTH OF 1,500 PSF. COHESIVE STRENGTH OF 1,500 P5F. +i�'dF t t .;
°°°
GAB J 3A5:ET W1tL WALL TYPE II - "*'c; � pfi°�:
1* IWALL TYPE i... _.
. .._-_,_--_----:. ..._......_.__....
........ -1 ....................
. w, a . .
�^
.
Ei;IST7PIG WOOD NOT S: ( c
1. CONTRA..TLR SHALL STRIP EXISTING VEGETATION INCLUDING GRASS AND ANY BRUSH AND TREES, AS
RETAINING WALL ", ""' ;:"; AS ALL ORGANIC TOP SOILS FROM THE AREAS OF PROPOSED GABION WALLS PRIOR Tp - - WIPE MESH - -
- WELL ie__
CONSTRUCTION. CONTRACTOR SHALL PAY' SPECIAL ATTENTION AND REMOVE ALL ROOTS, INCLUDING THE I"-` " ( y / U7
(j - ` MAJOR ROUP SYSTEM, OF ALE. DESICCAIED SOILS WITHIN THE ROOT BULBS OF TREES LOCATED IN 11E - - e / \ .- U) ,,,���'''
. .' AP,EA OF PROPOSED GABIUN WALLS. NO SEPARATEFA'f.>' , 7.j
2. THF. GABION M.ANUFACTURER'S SPECIFICATIONS FOR WIRE MESH AND ^CE361,E FILL ARE REQUIRED FOR : - wil!
t„_, - Z li �W`v :
- THIS PROJECT. ALL PAYMENT FOP, THIS WORK IS SUBSIDIARY TO THE GABION INSTALLATION. ,, , - "
.....iEi:'•:x!11;:,:. .d.:. .-... ......e 3. GASIONS SHALL. BE ANCHORED TO SLOPES AND TIED 10 PROPOSED CONCRE:!E WINGWALL5 AtJD APRON. �' , - >, _ � - "" W :2
:;r::.?f:`•':: :;::::dj::'.EEi::::ii°:.`.;.', ,:: '' : at:.r:;;:.:r.:E:::ri AYMENT FOR THIS WORK 15 SUBSIDIARY TO GABIUN INSTALLATION. I - �^
1 :. P WIPE MESH Z
4. A.11 GABION5 6HAU_HE PVC COATED AND SHALL CONFORM 70 TXDOT SPECIAL SPECIFICATION NO. 501.4 71EER GABICNS MUST BE TIED IN THIS MANNER AT EACH STEP OF Q W O. _ "GABIONS nN0 GABIUN MATTRESSES." _ _ f12."._) WIPF..S CONSTKUCTION: _
i T: ItJITIP.L ASSEMBLY O L _
S. PRIOR 'IU C,pNS'iRL7C'IION, THE COFFIRACTOR SHALL VERIFY EXIS'I1NG GfiOtJND ELEVATIONS A't' LOCATIONS INP•IEP, TIE WIRES SHALL BE PLACED 2. TYIIJG TO AbJACEN7 GABIONS ALONG ALL CONT C1IhIG - -
`: SPECIFIED. HORIZONTALLY IN EACH CELL EVERY 12" OF EDGES .t
VERTICAL HEIGHT CGNNECTiNG THE r'RONT 3. TYING OF LED 70 SIDES
- -SET POST IN CONCRETE 6- MATCH EXISTING AND PROPOSED GROUND ELEVATION Al' LOCATIONS SPECIFIED. AND BACK FACES AND ANY UNSUPPORTED TYING OF LID 70 ALL DIAPHRAGMS
1 ''.. S. RE -TYING OF THE CUT GABION
FACE LENGTHWISE.
1 TIE WIRE INSTALLATION .METHOD GABION TYING METHOD W y (D
� W W
"� ' ? GABION BASKET WALL SECTIONS W W �
L�
GE OTEXTILE-�-..�„� N.rs: Q
---
FILTER FABRIC ,( r f ,
I GAR'IUN BAShFT .' .. 4.0' U
#3 BARS 0 - 3000 P51-\
', ; I
'i ,__._,_- ._..-. 1L" OCEW CONCRETE \
EXISTING G VJOUD 12ETniNiNG VdALL \ .�,�.-• I _ _ _ _ r
: ..-- -.._.._-F V .. - - 'i> _`ice t
�. ',
/ � -, ' , 1:5' TOE DOWN
LAP FILTER FABRIC'•: �.,�`� (ALSO AT ENDS)
AND STAPLE TO '-12"x5/8" LAG BOLT i
PATH FLAT WASHER _ ; ......'; ... .......: .........i (�
EXITING WALL - - ,,., E ' i t i
1 I I I I
r >
- : ' !_._.
i' L I I p_g O w
,a- iINTERIOR, J" : i.
i \�•... i DIAPHRAGM. PANELS J /� 2.0' . : W ....{
'1; ` ' AT 36" O.C. 2;.`I ii-ONGEST GABION !UNIT AL2 n SHOWN) - .CONCRETE FLUME - -
. TIMBER GABION WALL INTERFACE DETAIL ", 11.1 t t J :........................... ......., ....:::..:_ I <C
a \ , : •.. , I I �. (' \ cu'r 6irrGM EtGG:., . ,ti
'. , <it' tJ.T.S. _j
N: CS, rY - t .. i j %' . CUT LID." 130TTCtA NOTH t. `l b�� �; 7` ..
\I( -.UT '
1.
E�
AND SIDE OF ?AESH ,,!,: "
- r ` 1 - . AT CENTER OF EACH _ '\ .! t\ .- L, - W O
}� ;.� t i ^ �1' CELL /., 7 _,._.. - -
' i(il / YE)I, SOH. j U .
. "
.1
. _
,., , t ,.CUT LID. BOTTOM AND \tIN7ERI0R CIaFHRACGi L j ` �• `""r .
CELLS . _-t i•'..., 5?DE. Of M �H A7 iPANELS AT 3-0 0.^..: \. , \' :x0f. Ov£F,E.A.P ; I 1,,- 7Sr> Y : _
%, �;,y �•......,,- CENTER pt EACH CELL OVER' AP Arlo TIE BOTTOh1i "'T �•'� ``}Y,: - r �' '
E
- `., •,'t \ il1 PANELS, FILL VATH ROC6_ C`rER� !,� "j. .,'''� `} `7%y
E .I1 A`v;. ?b7` ANC 77E JOi 1 , 'i: - (.:.. ��.- -TCP $OP
- - ! CUT BOTTOM _ -'',. \.!�GV'cRLAP \ . 11�' i \7" SRA 11r'
(iii•.: ':LIGE LEWCFH .L,. ✓', iSIDEs 45 - l,,,. •> T - t - f ,
JEL
_,.•ti. r \
.. .. `. ,., .-. i1. APT r pz k.� (... i
v :r:£cPyg,
,``", �i-'"•/'- . i ''" '.:. ">' r 7 , - `a, :;t• _�..,.----- -------.. - -• - �: .1.'i > i t�
o J. .3' I , .. ..'.. "j`.<Y z a� OVERLAP AND TIME BOTTOM .,. _.
»F,f A
.. } 1.. , . . .>. , .,•,,,. :' �� PANELS AS SHOWN H < .< •, ...•,.. i ,..„..F...>
I
y: y
„ _ _
•:. .. .. .. ,wel :'=" '". .:. -a.< :'y ', r*E OVERLAP. L_NGTH L" - i "`-Y`` NOTE., -
. .I 7 :.4:,.,.. 7 ....v J y,,.�, )T�,.y ,z _ _ _ ,-„". 1 i 1.... ,,.; , t _L - EAS A FI!JCTIptJ OF RADIUS "R"' DO NOT USE SHARP i00LS WHEN _
v 3 �:! -
1 ! I J 6 y - T? '> ?v \ `;/ CPP,&:O:NG TOPSOIL OW C,ABi0N5
.. .. .:.. t '1-A ,.<x ;•�c„ US 'R" i LEgG:H 'L'
::
I
7 - Ii::::Is::.:;::::•:IC:,i::::;1.,:.., : .,. �, .Ci:: , �, "¢.:. Y..v- .:, . .- - -
w .. _ ., `,. I : 4. I), ..-.. _-:7- TOPSOIL p E1,4E TPRO.
:-j:i IIIc::: .. h.: �. ;rq: !? r... ? _PaG_ LAC_.Ei PROCEDURE - - - -
q 1`:_:,E;_;E;':aIII-e::':.I:: :r.:•3 w .,. '.�.!'i ' ! ! .. .... ._ ..
->^ii:�„ I : : ....:.I 141
�:. .......1(... F........ 1 , .nG :' C F. W
I,f,.,.;1;. !-.. __ NOTE- ALI. RETYING E I : ; s _, 1 6 .. PRIOR TO CLOSING SASKEI. PLACE A «ArER J" GRAN- ON .0 OF 7H_ ,A.,IGN WALL AND THE c
a I .,i t,Tl t_� _ „ i : ._ ! ...........-_.:...... ........ HORIZCN".AL STEPS FILLING` THE VOIDS UCIVEEN THE GA ON ROCKS.
(c .�........... p
mi
-:-uc-::i'-::L-:I�,,, OF THE CUT GABION ; I .-._... 8.T:. ;.....I ........... ........: F.. x
1.b .. a:.,r ...- L.
e:_-., .....,;._; ..-.,:::::: i:::a:::: •• : ...; .. i _ -- ................'" 70"-C" ' c^ 2. S%YEEP EXCESSIVE CLar'EL OFF THE GAWONS WITH: A ROOM. UN (IL FLUSH W.!H. OR BELOW, IH_ ICP I x z3 it
tr f E I _ ( �.. .rt SHALL 9E TYING WITH -.., :
t , ,........._l -+-L_
a a
1 D0.,61_E 1.0 > I : \ " NOTE: ` - ' . OF -Trt.: GABION.
v o z i 'c'
-:: a - • ...7:.. L :...::..: : ...:: y . :.I'w '4 .. r IS. Vr a A S S T "P ..._..��;.. ()_...... ............:........... 3. WAC:E A LAYER OF. SOIL ON TOP uF THE GA.UIGN Wa .a>1L` STEPS. (,
a„? -,;:... ; ..: ..:, I• ..,, ,.:1 t( SIDE 0 _ .L P 7F .A�F_LT EXISTS BE WEEr! HARD COPY ( __
I, ..., . _:J MADE AT THE SAME ;�' , ` -1 • " •• .A CTP.ONIC FILE. HARD COPY WILL {--.-- 1�W 0 _.--_. __,:_. ;" -_-_ S. WASH OR "JET" THE SOIL INTO THE CAEIDNS. ti
.>::.: , S t LL:JGTa. L ,.AND ELE n n
'.AI ".:f0ki POINT AT A 4 IP.CH `�. " v PN. E c^ 2_""�S - S. PLACE FINAL LAYER OF TOPSO1L UN THE GABI+JNJ"10 IA DEPTH OF SIX INCHES.
.. GOVERN. 3 ............. .. 'S °
A"
Fze I - .SPACING - `•( _ ?_._(...'......... •CUT EVERT OTHER CELL R ,r ._ c.
ti s is •,�, - TYP.)-_--_-----.--..__--- __.- - y - -
w .. 7
a� T TI B RADIUS PROCEDURE VEGETATED GABION WALL TOPSOIL PLACEMENT n c LL
Ytl STANDARD TAPER FOR WALL HEIGH 7 RANS1 ONS GA ION N.r.S. P SHEET
S 1
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3 GABION WALL
I N.T.S.
4
i 12" THICK GABION MAT FILLED W/
471•-8tt ANGULAR ROCK AND COVERED 24't CAST IRON
•r„ _ _
' WITH LIKE MESH, ATTACH MATS AND RING COVER /4/'CItCn'�
- `. ' GONERS AS RECOMMENDED BY MANUFACTURER
"_ WITH THE WORDS '
,;- K y L H E„ 6° DOWEL GIi%P./I�
p ;...:.... REMOVE PIPE ALONG S OP STORM SEWER" , (4 REQUIRED)
LU �_r. ; :. PER CITY SPECS F'��iNHit9
I CL - , - -
IL ,._ yw _ �t�Cl • It
w INSIDE LENGTH
r , _ 9 ..... $, ....: ':°: _.., - n TYPE 1 5' -Ott ? S/ n%
f-` :..
- - < .,.: ,.. CONCRETE ii X44
I., 2I - /�
:..
, , PRECAST CONCR TYPE rTyp
4
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INLET TOP
,-,
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r , ,,..3 , Gt�RB. G1911ZB .
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..3 ,.. (• '...J ',..:>t..l LIF v.J ;..: ;... :... :..i :..t , •,.a' _ _ '
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{ -
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PPEODx1.5 ).:. , ,; <. , �i 69402
;.,: r ; ; .i ...% 3 4 EXPANSION JOINT
``t_ ;
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F 12 MIN. ,... 't_. 1 ', Y NAL
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,.r .... , ., .._• ,._{ ,.., '.., _..> ... ,.., Tw,_(, ,_, ,..: '..;` L DEPRESSPlazi
ED PAVEMENT
- ,,., y , , ;.•J . • .. N LIMITS OF ♦ . .
r
(, a,.., t.., 1.,; ,..
::
°t I PAVEMENT SURFACE . 11 , Y
� 22nd Flow
II I1
4.,,... Mt %_
Houston, Texas 7704(
SECT I ON A A
`,.
:..< _...
,, ,..J j..J ?.... E..i :. , 2... .., .,'
;._:
«{ PLAN
;��«` � Phon�713• •06
,,. :._,. .._: < ,.., :,_> 457
GALAVNIZED WIRE 0,106 IN DIA MIN �.. -, . �_J ,._. %,_S;�, ., G,,• �yf� n
- .:: ;...4...;.. r.. t..._''„_''•'l.«�..,, Z. 'I .s;..'t.. k.. ,...... _ TX +-II CUF
WITH A MAX MESH OPENING OF 3.25 IN, < ; :: { { ,, , NOTES:
_ :k..{y..i"...:...:...>'•; ;._J ,...{ ;..• tl ER EXPANSION
MEETING REQUIREMENTS OFSTM A641-89 24 CAST IRON RING 4 COV
y ;..,,,,..; a JOINT TOP OF CURB
_ D CLASS 3 SOFTTEMPER AND ASTM A975r /
•• ?••f I. INLET WALLS MAY BE EXTENDED USING PRECAST RISER SECTION.
AS SUPPLIED BY MAGGAFERRI OR ® n�
APPROVED EQUAL
2. INLET TOPS MUST BE SECURED TO THE INLET WALL USING #6 DOWELS .
SEE PAVING 4 GRADING PLAN FOR SHAPE ' . --.--I
-.�� -
DRILLED AND GROUTED A MINIMUM DEPTH OF 5'I INTO THE INLET WALL. PROJECT NO. 1211 E
AND LIMITS OF GABION MATS WOVEN WIRE MESH ONLY./ .;_+_� II Y
�. e I+--.Z-.I
I
II
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7I.
I
!iiiiIIiiii::�;�i1iiIi!I
(3 x PIPE OD MIN.) PER ASTM A975 DATE 4,26j
I.
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3. INLET BACKFILL SHALL BE GEMENT STABILIZED SAND TO THE TOP OF DRAWN KJ
, , � , I _ u n 1 11 11 1 _ 11 INLET FIRST STAGE. H FS
. ,; : < , : , H_ ,>.>.,,, a 4.. , y r ,..<„ UNDISTURBED
E..;... f�..� .. ,.v 4. - 6 2 o CHECKED
::..,. 2 0 6 5 0
..<'-' . T, I..? ".., .... .. ...<;' ';,.., ;.i' A' A to GROUND
1.; `„-'' F'. )-,.' .' z_ ,_<-E_` ,J <..;"-;.; TYE• GAB1ON MAT �ETAIL uFv 4, PREFORMED CIRCULAR BLOGKOUTS REQUIRED FOR ALL CONNECTIONS TO INLET. REVISIONS
4_f . : ;v, - .., <� > � DEPRESSED PAVEMENT (0. D. +41' MAX. )
'iZ
r , _ rM i >". ` {.. ri I I. SURFACE
�i ....; ;.. ..F, z..,r , ,, >... DITCH (WHERE APPLICABLE) �.� =I 11
d E- ! E•• 4..! Y•i II- 1 t_-.- _ 5, WHEN HDPE PIPE IS USED, PROVIDE 6 CLEARANCE BETWEEN INLET BOTTOM 4 =
.- E..( .., �..j r-",•<, ..; ' VARIABLE
::. I if LEAD � FLOWLINE OF PIPE. GROUT ENTIRE BOTTOM OF INLET. EXTEND PIPE. INTO INLET AT
M, >
{, "� LEAST ONE FULL CORRUGATION.
::.«3 , h
;...; ,..; 4..: .a.... ... GUT AND FORM BASKETS AROUND
..q ....L }•" �..; ...f •J ..JE"i k... it
J..{ a... ,.. , ; ; ` J., ;... PIPE AS NEEDED. PIPE TO EXTEND _I II 6. IF THE BASE SECTION IS PRECAST WITH A BOTTOM, A 12
` ' '` �, TO THE FACE OF THE MAT. - `O PRECAST CONCRETE INLET THICK GEMENT STABILIZED SAND BASE SHALL BE REQUIRED
. 4 JM,t _
"',. %""is""'•.,.,%"i,., «:�,.1 is :.«� , ._ - � �o � _ _ �' D � - � -
GEMENT STABILIZED (WITH HOLES PER PLAN) BENEATH THE STRUCTURE EXTENDING 12 PAST THE OUTER
,.I ,... ,. E,.; ,.., E,., '-'1 ..H :'(; _ FACE, NO PIPE JOINT WITHIN 6 FEET OF INLET. II�
..> �_, a..J a..; i..; ACKFILL .
_ ,
_{ ,..J ,.. t.-< ;_r ;.. SAND B .
.,
PR0F1 LE
. - 71A"'�WIAS\ � � I . I U`0
._D
END VIEW CIVIL DE"7A
GABION MATS SLOPE PROTECTION N.T.S. X12 FILET
2
_ N,T.S.
I