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THE CITY OF FORT WORTH/ TEXAS
Plans for the Construction of
PAVING 4 DRAINAGE IMPROVEMENTS
To Serve
��7C�°� f�L�Q VOL�C� �l I�C�I� �� o f]
INTERSTATE 35W &GARDEN ACRES DRIVE
11.5 ACRES
3
INDEX TO DRAWINGS
MICHAEL MONCRIEF
NAra4 e n Rd.
Final Plat
DALE FIssELER C1.0 General Notes & Legend
ON VANAGER
Dr C1.1 Dimension Control Plan
ROBERT D. GOODE, RE C2.0 Grading Plan, Sheet 1 of 2
nRFnaR. ,a^,°TAMW A//D Cz C2.1 Grading Plan, Sheet 1 of 2
PUBLIC WORKS DEPARNENT
S FRANK CRUMB, P.E. C4.0 Drainage Area Map
ARELTOR, WA" DEPMTUENT C5.0 Paving Plan
:+NQ C6.0 Paving & Site Details
A. DOUGLAS RADEMAKER, P. E. C6.1 City Paving Details
OR£CTOR, DIPARTVENT OF ENGV/£ERwG
VICINITY MAP — N. T. S. C62 Outflow structure Details
C8.0 Traffic Control Plan
MAPSCO 779—B
CITY COUNCIL DISTRICT #8
ISSUED FOR REVIEW: D'1IA`APP
V ms V BY
6
a
NG
AURKM a BY AND
CITY PROJECT NO 5927 JUNE 171 2008
672007 M PC N0.
D. O. E. 07004
FILE NO
WATER PROJECT N0.
SEWER PROJECT ND.
5 UR VEYOR/ENGINEER
Consulting Engineers &Surveyors
10132 Monroe Drive
Dallas, TX 75229
(214) 352-7333
fax (214) 352-0999
ISSUED FOR CONSTRUCTION:
ARCHITECT
p®�c�®Q G1t��PuQP�
6435 North Olie Avenue
Oklahoma City, Oklahoma 73116
(405) 463.3494
OWNER
Atta Bill Gleason A. DOS RADEMAKER, P.E.
pRFLTOR. REPDCPAR ivE/lT Of fNGWCERu1G DATE
P.O. Box 26210
10601 N. Pennsylvania
Oklahoma City, OK 73126
(405) 751.9000 REWEMED
0
0
I
I
SAMNG OF PAVING JOINTS SHOULD
BEGIN AS SOON AS CONCRETE HAS
ATTAINED ADEQUATE STRENGTH TO ,
RESIST RAVELING OF THE JOINT EDGESs ,
GENERALLY BETWEEN 4 AND 12 HOURS
DEPENDING ON WEATHER CONDITIONS.
I
I
® O ® Z
0 30 60 90
GRAPHIC SCALE
T 301c aru
--
I _ Light Duty
_ Asphalt = y
I ?
L
Light Duty
/ Asphalt
i
I \ FENCE SUPPLY
I STORAGE LOT
DETENTION POND
DESIGN W.S.=694.7r \ I
\ r arm Tn,
Iz/ bomy
0
\ cr
cr
� file lzyrb.o . � � ,eao
r cm nmp. der 11 xO
PAVING NOIES
I Since WORE&fioT
g ure card s:tle.dk de metals oral ds plowed of 3005 fmaL Refer gadn9 pan and/or pa:n9
2 A6 TxWT yntcblo+d m We Woe, note, and defies refer to 2 4 Stoddad Syenfealonx Are
CanstrucDan or i yaeays. Streets and Bridge: items Dep>tment of rraraportalM.
thickness East Berra
Tby�oo of
Are
Te bs da M peNpory 44 20od Rerw Ion "fir � inertnesctindsce s End mJddomsrEnd Maimed
spm"fnmlbu.�
Treaty Crete pmwg Nm ber plied Ed armdmce erlh fallen Item .160. Sod be curial to concrete -pared
m be wteya wess noted Ilw.rse As not-m:r osphdl yoremodf sam be Waved r mccmrdmwe
..In nDor Tfaln .T4a
ert per Note 414 Sheet CT.0 and/m the 9eeterfm4a repot
ehkherer Is Terre restrictive. Rehr TeNe tY7- for bother rrmmathom
LATTA ofg sp n pods End Torte qr . Non be performed pal T"T fiber
6 a Stl7ode shn9 be scMS-d pmr to mmF9 of foe it m6ng boom of subgode k mere tame Yq" seat.
Radii apenfied p Torte "Pi". C Moctcr moat coddler with thn Ergo to defrtmne if mere font must be Sid
s odktl to Havre adeguote stabilization. Cod4alw must m1 Arne nliabgbda when mdstmb control is
t - moee linen moixlwe per ASM 069q Sod odeprale moeture conlnt shod be mdnronM d rTg the RL
series mativing period specBaad In Td00T ftem 2M4.D.
I J Connate poring shmub be pbced p separate pats os delnected with stmcfhn pima or shoed an this
Wan- It Mete wens me Goat Ar waninuavE pours x�mred real by sbwrut pats, rell_ he cracking may
saws Me litttl rt too nANe saeaar pmtlem ge& ff Ue centimeter Annoy to pan the pewnent
s HMlly mim Teo on b pear, a Encie w shored be cons.diM W datennne R Closes to foe
N pat te be noticeably.
6 Except whore pdnefed an leans aM specificblw.s, od-site padvnnt Nm be unenforced pm Nnerem
Connate b»litule (AO) Repel 1JOR 92 IT
9_ Refer to City londaccye specdmlms rod sewing Sort sodd+g re5viemmes.
f ' Subyade is to he Wmf-rmed Irlor to p rannt of po.anodt. More noted subeyode Ease be renfeeced
u Tw.aw exuro cemgeTa rxlmert pe<mmafmelw>: fetanmw,dminn&
j Ms. Cnlralm to rnwfe and dispose of Tel and m moler Met Is deemed m3w3aeYe for lose mmteriW by
E r 9nEn.
72 vatrie existing ever of Ends of nee turbs (.hoot cydantaNt)
71 AM Connotations Uds Pion we to back of cwb Ness noted Ttx of IEngth Two het mnress othaeo se
mono by Nas (ml twrt.de wx (Carl metals (m) n yoree (yd).
74. Refer to Sheet C&D fee fibers defame not far. od tas Neel
ri Refer no Sheet CT.O for other owrwd moles xmshcWc to porno
TABLE P1: PAVING SPECIFlCA710N5
Heavy Duty
Asphalt
Med um Duty ,
Asphalt
Grm} I /&§t�9 r-+r Oatrds^Y to b R A�-!1
meary Prtl fm'. crele
Heavy Duty n tee 400l a 1
Asphalt
,.erx,l -r_.. a<,:.<°
<ax >-T.e
x-r,
Save - c, Sot"
All
Fax
__ _
._x i AT m laid
_ Are-ii-x.:
�_
,fora<,. r
f.r_ <.. a.
i
... -
- '
Mf
.
get Cory
mar
uAglit
Tariff
- - -
NIA
i
14, .
sfa TfLyCTerary
" - -
: lye+
--"
MIX par
tem 2so
—
�xder. �T
Wit
a
..,,..:v
«e
- vu=�",_ ,.
.<xViAlsm
Trie ��, broom, Z
time tax Sri
_Lx
Heavy Duty
Asph0lt
O
I
I u ad A
O z
uo Ate
Ila
F =�
U o
m 0
n J U
2._7Tz01
�iu'it r,((rr sou. i4
,Friar, •e
THE sEAt AppEARwc
A TroS IM BYDa
I - Yuba, p BYV
I AWD
A m%L, Pr. hTf.
I 6J2D1 D'I rD
PAVING LEGEND
R L1k151RL'CMY1 Ja'NT
---i--- LOYOIIAYN.LL MITRACTpN "U.gT
__--_{----_ TRANSVERSE CUNTRACM X➢XT
—{— — TIEO Ca4TRACT1fkl X ENTS (RlnR M/C6.0)
<(mv�`paE"''v6yn paA9+"fof rear psi)
❑ fwu Torrey
eentr A) (mod iinelr oa
®(At pAlliwair rW Zo
�iwoor) svm x[ r) in
ZI
km
t�
C�
p®
�1
EE'
11
Retr
LIGHT/HEAVY DUTY CONCRETE
DPAVEMENT AND CURB SECTION
M1tlT i0 SCALE
C�u.6�vo�d�ne1e
6'
imp AgJ�dt 556 pet New
trerytN [rx emml` ,..1 Botte� 1 V 114 ar
K WA SAW MIT
/4" wm / 91ICOA2 SEll
(SEE L\TM)
- su Rw s� ro•'- %J
Ir a mglR
1p
-L � • sTEn
rEn AEFY. (Role
(Rorer dle f)
CDNPAOTED
ssfxAo£ (Rerer Notes)
LIGHT/HEAVY DUTY PAVEMENT
LONGITUDINAL OR TRANSVERSE
�1 CONTRACTION JOINT
V L IMJT 10 SCAIf
rAkxnedsse "C
t &dmace I (Ro )
Cm" Tm b"'� r(v s)b. F (�eA.
s'
a
w .w.. I asp6at epc _
Bass T
O aWr n
CDNPAOIED Ge•r J
(It R tree)
S�BfJtADE (Refer Notes) &WEpiREArED
SL (WR (Rely Notes)
D5 CONCRETE CURB & GUTTER %n� ASPHALT PAVING SECTION
V `J IbT TD scALE - �� NDT ro scarf
ISOLATION JOINT
0 9 NDT ro 6Gr£
PLAN VIEW
�r1 CONC. PVMT. CONNECTION � CURB
I V NOT TO SCN£
ONSITE PAVEMENT �1" CURB CU��S17E PAVEMENT
2.0'
CLASS "A" eJtp r.
CONTRETE REINF.
W/ 6X6
W2.9XW2.9 WWF � 2.0'
�� CURB CUT DETAIL
I J IWT ro SCALE
SECTION "A —A"
IF'CURB
iED TO 95.5
aPROOTDR OEJi4iY
A6N p-696
LIGHT/HEAVY DUTY CONCRETE
LONGITUDINAL OR TRANSVERSE
%n1 CONSTRUCTION JOINT
VJ NOT TO SCALE
£akYn4 � 556 Oet il¢
Pm �ml �1 . A � IrrngM Cmc.
N W£ TREADED
srecRA6E (Bert. Nat ).
ASPHALT / CONCRETE
%n CONNECTION DETAIL
Nor TD scAlE
uAss ro-
Cp.YREIE-
xNEss
T
a,w
dA.
DAR
LENGTH
wwa EwazdwT
fA[N SNE
z"
5S"
Y
{'
4"
V
8'
r
74"
6'
CdY RVU£ PAKVE iT s19fFApE
tAM1ER nWE (AFTER CSp)
3' CONCRETE FLUME
�1(HMAC PAVED AREAS)
NOT TO SCALE
x£RRpGt SAW NT
04 JO1NT SEAL DETAIL
MOT rp scut
maNEs
•r
awR
dA
aAR
LE12I
sc £wa£oNENr
w EAVf voE
6"
)'
6"
6"
6"
8'
76'
J'
DF (REPFR TABLE
•'. 9fEET CSp)
LONGITUDINAL OR TRANSVERSE
vR DOWELED CONTRACTION JOINT
NOT TO SCAL£
3' CONCRETE FLUME
�.)1 (UNPAVED AREAS)
1 L NDI ID SCALE
NW
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...999
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OWNER: FORT WORTH
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C.C.i. No. 0205021830,
D.R.T.C.T. � ,
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RENSIONS 5 Q` ]]
outlet #z PLAN VIEW outlet ,y3 Outlet #4
Outlet #1
4'-6" 34'-0" 30'—i0I" 29'-9" 6,_4�„ p _
696.09 696.09 696.09 696.09 696.09 —V'
Design W.S. Etev. = 694.7 Design W.S. Elev. = 694.T
1'-3"
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93.5 � = _ �
693.34 � I
3000 psi
Concrete I
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Key
TxDOi Common Stone
Rip —Rap per ITEM 432
(Where Indicated on —
Sheet C2.7)
SECTION "A —A"
O.� DETENTION POND OUTFLOW STRUCTURE
NOT TO SCALE
TION OF FLOW
Tabl¢ 5: Outlet Flow Calculations. _
Allowable Release Flow (cfs)= 14.33
Outlet #1
wwtnMP
water srar ee
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Weir Elev.=
h=
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