PA0101-PN020723 CITY OF LO LL
. COPPELL TRAIL APPROVED FOR GENERAL CONFOR-
MANCE TO THE CITY OF COWELL
T H E- C I T Y •O F STANDARDS.
- THE GENERAL APP Ot'A1 GOES NOT
OF 'F'E LL 00 CONTRACTOR FROM (:OMPI_YING WITH
ALL SPECIFIC REOuIREMENTS OF THE
r �ti . ' _ `; CITY OF COPPED. SUBDIVISION OR-
"�".. ' • DINANCE.
s 1 1 1 A _ ■ `x/23 E oZ
DA
INSPECTORS COPY
DATE, - 7/;/ #0.1
LIURii QA '.1,‘Adir Kty
WEST II NORTHEAST CITY ENGINEER
SERVICE ZONE ' I SERVICE ZONE
II o
� MAYOR - CANDY SHEEHAN
/ ea °" .. r. „. j _ MAYOR PRO TEM - BILL YORK INDEX OF \ O SHEETS
,` -; 1__ __ �__ 1' _� _ DENTON COUNTY CITY COUNCIL
DALLAS COUNTY SHEET DESCRIPTION (V
�. °� l+ � of DOUG STOVER •
°' CONSTRUCTION LAYOUT cD
JAYNE PETERS MARSHA TUNNELL C1.02 CONSTRUCTION LAYOUT C D
�T cv
C1.
°y� C1.03 CONSTRUCTION LAYOUT
�+� C"" DIANNA RAINES DAVE HERRING co
w 3 w � C1 04 CONSTRUCTION LAYOUT
I ' , 3/ ' TRA T j q �,
a �P set C1.05 CONSTRUCTION LAYOUT Q
/i11-� 1 1 I w �� ""'°" C ITY MANAGER -JIM WITT C1.06 CONSTRUCTION LAYOUT °
C1 .07 CONSTRUCTION LAYOUT CIS
cT , �' r �_ ?, C1.09 PEDESTRIAN BRIDGE DETAILS °
, DEPUTY CITY MANAGER - CLAY PHILLIPS 0109 CONSTRUCTION DETAILS N
� `E- C I . 1 0 CUL VERTS -A&B 0
°� r I � ,i I _ _ i CITY ENGINEER -KEN GRIFFIN, P.E. op
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SCALE
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LOCATION MAP Schrickel, Rollins and Associates, Inc. N
Landscape Architecture • Planning • Engineering r
1161 Corporate Dri ve West Suite 200 Arlington, Texas 76006 0
CERTIFICATION: 817- 649 -3216 817 -640 -8212 Metro . 817 -649 -7645 Fax 0 LO
The Teo Board of ArcMteCM01 Examiners. 8213 Shod Creek Blvd. Sure 107, Austin 7axas 78758, In
telephone 1412) 458 -4126. hos $ dicnan over u4lvlduaq under der IAe Loodacape Arc8tects V
Registration Lae Article 2490. CO
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62.10 S: — —..; Z
.-- � ,'. 6130
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C ONTRACTOR SHALL MATCH EX. GHAT U , 44 1 WALK GRADE TO NEW GONG. TRAIL 61.10 6208 O • '
EX. GHAT WALK TO �° ^° 60.60 °� - TO REMAIN 600 0'.� ^{ ��`
Ti � • t A W
' \ 6130 A c
\�� Ex. DOCK To REMAIN
i b' co. NG TRAIL 1 7:i PER DET. 1 /GI O6 L v
,8 a j o° /�/
rd 1
EXISTING LAKE �� N
/ M1 to
•'.w � ' 60.10 . a ' ' Yo ■
EXISTING TREES TO REMAIN r,,�`"• %r
' ' ''' . . . ".. '. . .. . • • . , \ ` r� °
EXISTING TREES TO REMAIN ••'" f
f 58.02 3. it. A
.•` / GHAT JOGGING TRAIL 2 Y•
nd �J • PER DET. b /GI OD a r e•« �P
1531) ,'+
S t
y ' 6050 4 ` ��'_ `, Q w cm
R
EXISTING W. GHAPBEL TO REMAIN 60 .50 M1 °1 �' � 80 L.F. SPAN BRIDGE 5.15 •.. ' 5805 H
SEE DET. SHT. GI.09 •---5 • -� \ u
� 51.10` GO1dG. TRAIL 2 PER DET. I /GI 08
111 j �/' 57 It 55.1
/,f , 58.10 ~
a
1E535‘ \ � +, Y M1 R0
''
/` LOW WATER G551N9
PER DET.4 /GI AB
59.40 " °.+
Olt � 59.40 \
� 40 . ,
r +� E
5430
•. ``` '�� O. 58.15
R
,,•"
�� Z CO
5805— 56 O
°' ` 3P1 /, +.s APPROX. 60 LF OF _ Cli
Vii. ∎ ,•; 5i1 , GONG. TRAIL 2 PER 0E7. 1 /G1.08 I— Q)
S l.65 � ° • 546 LOW WATER GROSSING
i PER DET.4 /GLOB '^ U
�� .��,�
1
EX. GONG. TRAIL � - �y r 58.10 J
REMOVE TWO PANELS Fj S • • , M1� •
' `S i.
1 CD
62 .40. ,01..' k ,., ° r; .o NOTE J
/� � � ,. +'' CONTRACTOR SHALL SOD ALL DISTURBED AREAS W
°te a '� ► X 62 • •� 61b5 WITH COMMON BERMUDAGJ ASS AS PER SPECS. a
a ` ` 6 > .
401.„ „ ..- . EXISTING TREES TO REMAIN iG
11,S:)1 0 0:1
,.. +.. 1 1 e ° GONNEGT NEW GHAT TRAIL 2 TO Q.
P
25' R 4 GONG. TRAIL 1 PER VET. 2/0108
,. `., ) NORTH
, ? s .' � a
-+' . °'„ °. 0 15 30 60 90 • s�OV° ,�
g ''' a ° 1 JOB No 43
° • GRAPHIC SCALE IN FEET SHEET No
HALF SCALE - REFERENCE ONLY C1.(
CONSTRUCTION LAYOUT
C.5
A
vi
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+r
EX. TREES TO REMAIN C..) ii
`_D REMOVE EX. GHAT AND 0 •
SOLID SOD WITH COMMON cn .r
\ BEiZMUDAGRA55.
\ �� EX. TREE
bow � a TO REMAIN TO DENTON TAP 1
b
r �� EX. TREE ROAD UNDERPASS •
C C t
• TO REMAIN
GONNE-GT NEW GHAT TRAIL 2 TO 0n 'i
NE1.4 GONG. TRAIL I 4 r ` . Z t
O i N / TO RAIN i f / ° ,
61.29
7•
v r 6 ,' CC • �,``'� ' „ . ,r _ 'MIN Y �.`• ` ' a'. +�.�° �o•' r a , C./) v
v.' � 5 .. .pr .. ° ',', j`• b1 _'� _._ aeu �. _a v''' ° • . �` ° � ` s a T ' � `sa• •
• a � _ a ' MATCH TO
° ` s , . A " o .'d ` •� � = _ -/�� ' ,,.''' EXIST. GRADE °"` s
CHAT .f06EsIN6 TRAIL 2 ` ` �� E ,,. .. ' ` let
'` ' r.
PER DET. b /GI.08 ,' p ' • s ue s' ° �, � ` a • y v
W H
NOTE: H
CONTRACTOR SHALL SOD ALL DISTURBED AREAS 5
WITH COMMON BERMUDASRASS AS PER SPECS. 2
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DOTH sweszc _I .c
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b' calve
GNAT TRAIL C
i CI_
O CONCRETE AND CHAT TRAIL LAYOUT
NOT TO SC ,.,,
ALE , ,LGLEAR, , ,b c1.9 NORTH
0 15 30 60 90
I✓ JOB N. 43
ORAPMC SCALE IN FEET
SNEE No.
HALF SCALE - REFERENCE ONLY C1.0
CONSTRUCTION LAYOUT
Ili I11 vv, 11 i✓i∎ 1- �i K./✓ l 1■/"l_!J rn J I Lf■ ill LV._!.
SEE DETAIL THIS SHEET
FOR GUARD RAIL ALIGNMENT Cfl
CK2IE 4..0 c
CO I
TREES MARKED TO BE GUT AND REMOVE MATCH PAVING TO TOP
REMOVED WILL BE VERIFIED
EX OF MANHOLE • ^" `O o
IN THE FIELD BY THE ARCHITECT X. GONG. SIDE3JAI_K (J o0
AND OWNER. 0 • ° v
CONNECT TO EXISTING Cr • °
CONC. PER DET. 2/G1.08 ,2 °
61.40 ..,,2 .T l ST. 7.0773 MAIL 1 `
011, S IA ,,„ 'hG c b F---
,.mo103. s i SA , = b20 61.80 , � . ao
� • -C
• 1015. M4 5 _• CV • Q
.i 0.0000 IRA ,N ,M'1— T,S •
N
EXISTING PARKING LOT •° l Sr. •.9520
• 1- ,--60---• • _ V - OD
°: ry
, P At J .--..
AND INLET T a _ 1 0 r ":
z n /1/ a
I••Lti 7 v
n
APPROX. 40 LF PENTON COUNTY LEVEE y o FL
A riat ' . 4 .//110° \ GUARD RAIL PER . v ,
DET. 1 /GI 08 °
E
61.4 ? U
0
GONG. TRAIL 3 5..
U c R
Q EXISTING CHAIN LINK FENCE ♦ � / PER DET. I /G1.08 v ,
CC DETAIL THIS ,IICLT 58.10
O FOR GUARD RAIL ALIGNMENT '
�
CY
APPROX. 80 LF L
Cl_ GUARD RAIL PER �. . S o5u n. 5i
Q
I. 3 /GL /
0 C • E S Q . REMOVE TREES MARKED WITH "X"
a: L � :r
I – REMOVE TRE, MARKED WITH 'X• `s; ���
.,../11b. .,../11b. w VERIFY WITH ARCHITECT /OWNER 11, 0 ' .000., REMOVE TREES MARKED WITH 'X°
/ TW 59.00
cv
• BW 56 33
SEGh1EN RETAINING 08 N
WALL PER PET. 3/G1. w
TW 59.00
z
K l s r. , .z5 a DS,. ! ; I W 7 •
,,
i --, 1,
EXISTING TRAIL .
Pi • ST. 0.5004 IRA( 5 / z
51.91 o / O CU
w °' APPROX. 80 LF P T d
/
GUARD RAIL PER = 6 8 °2232" H N
/ R = 15 2' 0 Q
. ' DET. 1/G1.08 4.
= 4 1 °13' T = 10 36'
sT• 0.000 •T 51gq R = 250 "p' \ = 18.20' W X
i �rrMi'a _ _ _, L _ - \ _
9 —
R41L 3 - -� / J a
• A4 3,9 \ N!5 °5 7 75' Q (4 0
CONNECT GONG. TRAIL 3 TO EX. � n/ 0
O GONG. TRAIL PER DET. 2/C1.06 �l
s ki . z L L L
—6.\ 6. f r
/ f 00 >
N
INSTALL 24' COLUMNAR - _ 6\_.....--_ U
POST PER PET. 5/G1.05 �� J
MATCH EXISTING COLUMN. / / NORTH W -
- A = 17.22'12" C
R = 700.00' 0 15 30 60 90 /
EXTEND 15 LF OF EXISTING FENCE TO POST T = 1 06 . 93' —
MATCH EXISTING FENCE PER L = 212.21' GRAPHIC SCALE IN FEET 01'
DET. 5/C1 .06 ` ,
APPROX. 40 LF V
GUARD RAIL PER d
DET. 1/G 1.08
O GUARD RAIL AT RETAINING WALL GUARD RAIL LAYOUT JOB No 4345
SHEET No
SCALE, I' =15 -0'
SCALE. I' =15' -0 '
C 1.03
CONSTRUCTION LAYOUT
C...)
LYNDSf DRIVE
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U
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cn .s x o,
< i <
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EXISTING RESIDENTIAL LOT TYP. c f:
cn v °o 74
• N N
1E w
— y 5 a0
EXISTING FENCE TYP. O y ." o
m v
NOTE: 3
—"2 .>c
CONTRACTOR SHALL SOD ALL DISTURBED AREAS SEE DETAIL THIS SHEET 5e e0 -° o •
FOR GUARD RAIL ALIGNMENT M
WITH COMMON BERMUDA&RASS AS PER SPECS. 61.53 �U o
• 'C"J as
61.43 / 58 �„ v
MATCH PAVING TO _ ,
TOP OF MANHOLE — RS' ` ~` (� .' ` 7z
EXISTING INLET TYP. 61.10
5965
60.B0 ' 5' MIN.
�/E
EXISTING CURB AND GUTTER TYP. s ! � +�
NPIG� °Rl U i r. .kr
6250 ;�. r ri
- 60.60 p - 9.,,, - � S APPROX. 40 LF OF . C'
3 00 On GUARD RAIL PER 1r'* `
- ; � DET. /G1.08
..p., MillEMIEEMIEIIIIIIWASIAIIII • 61.15 6' GONG. TRAIL 3 a N
� PER DET. I /GID6 W
t 10 W C I sl. �S.Q Q) A.4 s .-/ S{ s iS.6l■2 IP.. S J D
W
a
DENTON COUNTY LEVEE
CO m
Z E
O (
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O 0
M 1.11 v) x
(n _ U ~
J E
Q w
U
NORTH CC o
T
0 15 30 60 90 73120' J V7
• 0
8 .. E
GRAPHIC SCALE IN FEET _ 1',IO , - ( J
�■ 0 -0
Cl- 13
O �
Y
U("zi
APPROX. 40 LF OF a
GUARD RAIL PER
DET. l /CI D8
O GUARD RAIL LAYOUT
JOB No 4345
SCALE' I' = 15'
SHEET No
HALF SCALE - REFERENCE ONLY 01.04
CONSTRUCTION LAYOUT
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DRIVE R3 a
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vi 5 a
— T , 1
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L • d
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U ''''f
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C `ci
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EXIST! NS RESIDENTIAL LOT TYP. V
cn a
u
., { Sr. 21.2,,,, ,....L `� :"".2.11°-' '.."-- r y
r 1
>• t srA z,f >w r,y a —_ f : ! . L . n { Ei2T "A' SE GULV
Si-r. GI.IO FOR DETAILS 1P" 56,10 0
Q N
.r { $?A n.33., 3.33.. J 1 V1
EXISTING FENCE TYP. 56 • a
\ t sn za. f, rfu J =
\ - zAZ,
Pt t sr / 21.65 "u J t000 oo�
b' GONG. TR N W
t :. s ,� +% A IL 3
o.) ,. I' PER PET. I /G1.0e
•C l SrA 20.94 31 r,Al 1 G ` MOO.. * ! ' :iE T._ iii
r . WILL ����ff y
,.
,,. DENTON COUNTY LEVEE
A t .),f , _
6.1"."1.°°.'.7. 5-1 NO i t: p EXISTING GONG. DRAINAGE CONTRACTOR SHALL SOD ALL DISTURBED AREAS s ` rn � � WITH COMMON BERMUDA6RA55 AS PER SPECS. 1:,
NORTH
r
0 15 30 60 90
JOB No 4345
GRAPHIC SCALE IN FEET SHEET No
HALF SCALE - REFERENCE ONLY 01.05
CONSTRUCTION LAYOUT
U
WATERVIEW DRIVE
vi
aJ
x
• -
c
✓ I' 04
a
cf C o
Q i ti Y
C �
- a O r
C • C —
cG y
cn o4
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I...4 0
O .r 1 N
N
n �'ro
m V
3 r
9•..1
^' 7 j 0.l
C 6 ' :E
pR�`� REMOVE 4 MATCH PAVING TO U o
LYNDSE EXISTING TREES TO REMAIN EXISTING TREES TOP OF MANHOLE 'C v a v
C CONC. TRAIL TO EX. "U c o
.. GONG. TRAIL PER PET. 2/01.08 V Z -
�'^ ( s +. 0.33 43 r9 y MATCH EXIST. GRAPE Ff.
\ 9s'
woo
I 97 \ SG,- 92 04
r 4,574, a r> s..a s. 0 R
� • eoo /� " ( .r. 0.999 rR.. y �. + .•
EXISTING RESIDENTIAL LOT TYP. . ' S . 6 sser �� s rs 59 <
- OW ( 5,5 7.27 7.26 q.2 R.9 1 - 630
(b ( Sr. 0..96. „ ` 1. A i ,,,,09,'-'
'v �, -� �. 55 t • y
51 .15 .f (6i. S4 TR 0 ;6 iR • S)• , 3
EXISTING FENCE TYP. ..y 4. � (" 0.6.
5125 or. . 6 wo o0
w
CC# 95- R N
.r ( S 3046 W ��
5 f30 r< (s,. rye► ni:. s 1 . D R DaE C T Z _
LL W
-- � n - 79a� s x.00 on rR.. J
79,
Y Q 7
6" CONC. TRAIL 3 R00 99565 57 - w
PER DET. 1/G1.08 cc6 O R O� T PO 2 N ■51� n �� ACC DETAIL THIS SHEET Q
9 e 120 LF SPAN BRIDGE FOR GUARD RAIL ALIGNMENT i
voL 98'215 ss PER DET. SHT. 01.09 '"
561.110 f _ ss 9.
9 < rt
r - ws.
. 300 00J
e x f r . 4563 51.15
=- - � Y 56.45 nm_
.7 ( "' "' R,9 s EXISTING DRAINAGE CHANNEL
r6 f^ / • W
■
MEAN °° _ f .moo 0o t .
zees m_ O
_ -----" EXtSTIN6 TREE TO REMAIN
F 5 516 I,.mN rR4 S H
APPROX. 35 LF 0
\ 51.15 CULVERT 'B' SEE
DETAILS ON S. GI.IO EXISTING DRAINAGE CHANNEL GUARD RAIL PESW.
N DET. /01.08 W fn X CO U I-- DENTON COUNTY LEVEE
RELOCATION —1 a
0
q o
NOTE: � —
CONTRACTOR SHALL SOD ALL DISTURBED AREAS / v
WITH COMMON BERMUDASRASS AS PER SPECS. ', j NORTH W
0 15 30 60 90 ^ � C
L1
GR APHIC SCALE IN FEET 0 .
U(`‘
a •
JOB No 4345
0 GUARD RAIL LAYOUT sr1EE ti.
SCALE: 1• ='S' HALF SCALE - REFERENCE ONLY 01.06
CONSTRUCTION LAYOUT
EXISTING TRAIL U
EXISTING DIRT MAINTENANCE
ROAD - NON -PAVED
TO BE ABANDONED \ 4120
c o 0
c. • 57 . . -" mu • - - -- -- 4f) .50 O a CO v
• i <
»a;
u'• s [ . 7.y C o n
•e.•o? * - — CUT AND REMOVE ... w 0` ro
— Al EX. GONG. TRAIL i . ":111:11111111111k
C1:1 2
5235 9g— ----- -, c11 J o
' Y�,, ,P.. • �� � • r N
"" ` • GONNEGT GONG. TRAIL 4 TO 4 50 1 2 ao
0 ‘ s,. s.ez '" GONG. TRAIL PER DET. 2/G1.08
v
a. ii .� �/ n TA 1
se, , 3
51 40, 1 � � .'� Lt _ r.a . ---
53 " `° EXISTING DRAINAGE SWALE CL.) J o •
g2 C co
O M
• —y O
/ -•11 � � a
EXISTING TREE TO BE NOTE: C.1 _ R • RELOCATED IN THE FIELD _.l..vs�
5160 P•`
sue CONTRACTOR SHALL SOD ALL DISTURBED AREAS
5250 WITH COMMON BERMUDAC'RASS AS PER SPECS.
• F '
• ' 4.10 REMOVE SAND PILE AND
' COORDINATE RELOCATION
WITH THE CITY
w
/// b GONG. TRAIL 4 a o PER DET. I /GI 08 N N i J D
Q
( n m u
a -
h fl, a
h �
0
Pf,G l t'• °•"" " ./ - t•tr".
OYo
" W
P Yb •• /
,moo U o
REMOVE AND RELOCATE EXISTING U X
• 31. ,": . `,P .•• PICNIC PAD AND EQUIPMENT AND
5024 RELOCATION WITH 50 0 ♦ OWNER. C1
� � /
CONTRACTOR SHALL POUR NEW cl
CONCRETE PAD AT NEW LOCATION 0
TO MATCH EXISTING. NEW LOCATION 0
R30 / SHALL BE WITHIN 500 LF OF L� _
EXISTING LOCATION. r O
J •- U
E.: f W J
U+ 11 10
GUT AND REMOVE
49 al al
EX. GONG. TRAIL EXISTING TRAIL 0 !,,12 GONNE-GT GONG. TRAIL TO EX. Uo
W. TRAIL PER Der. .08 a
•
NORTH
0 15 30 60 90
1 u SCALE
GRAPHIC M FE_ JOB No. 4345
SHEET No
HALF SCALE - REFERENCE ONLY 01.07
CONSTRUCTION LAYOUT
N( 1 t:
CONTRACTOR SHALL SOD ALL DISTURBED AREAS m > o 0
F UN
T, COMMON BERMUDASRASS AS PER SPECS. PRECAST GA T, ADHERE TO 1 -MARDI RAIL PER $ : s g
DRY BRUSH • SH FINISH SAW "JOINT - 1 1/4' D x I / W. ON WALL / IC.AP'SEAL ADHESIVE BET. T /GI.00
NC
CORETE PAVIN6-� 10' CENTERS OR AT INDICATED INTERVALS -�
SET I' OPP SACK OP WALL '� $ 3
\ AS SHOWN ON PLAN. D• Hx1014..x21 1/2 KEYSTONE / SEE BET. T /GIOO
\ 12' -0' WALL UNITS A/ FIBERGLASS FOR FOOT1N9 01454510W)
PHIS FINISH
GRADE U
ME
I/2R ROUNDED FINISHED 1/2" EXPANSION JOINT MATERIAL, WITH
EDGE (� I/2• JOINT SEALER ABOVE.
DOWELED f '
EXPANSION JOINT AT INDIGAT , • • 2' -0' °• ....1,1 CA
—T INTERVALS, MIN OF b DO PER JOINT OR A °• 1 _
•
• b' CONCRETE PAVING SPACED 2' O G.. USE "4 SMOOTH BARS - IH' $ ~_- DACKFILL CV 'g ) ' 0 LONG, GAPPED AND U.B. ONE END t • •
•
n GRANA_AR V 2 o O
■ ° PILL Q
mM o'
x
. • 1
COMP AC TED "4 BARS. 1r,' O0.C.. j : o f 4' PERtORATE
orno i f- v
SRAD PIPE 70
t�6 � BOTH WAYS, TIED. OVT'ALL .S 1' I
FRYSH 8 • o n
1 CONCRETE TRAIL SHALL BE RAISED IN THE CENTER OR SLOPED SIDE
GRADE- w �' . TO SIDE AT A MAX. SLOPE OF 2% TO MATCH EXISTING CONDITION. GOMPAGT'SI� = • 4 0
2 JOINT SPACING - SAW JOINTS: 10' O.G. SII�RADE r4 BARS. IS' O G , NOTE PLACE EXPANSION - 7 ill EXPANSION JOINTS: 100 O.G. BOTH WAYS TIED JOINTS 100' O.G '§ , _ (� i o 3
5 TRAIL SHALL BE MARKED WITH 4' YELLOW PAINT CENTERLINE STRIPE B ASE LEVELING
PER SPECS ON TRAILS 1 AND _ - -- - N
__ .._ COURSE . ^y L i�
CONCRETE PAVING
(1) TYPICAL EXPANSION JOINT o - 1 • SCALE: 1 /2 • • 1 -0 v
:"CPC I -w SCi ALE: 11/2" • I' -0" E %PVT DWG 5'•00) - 2' -0' MIN. -1 1 /\/ d " 'c' PROVIDE E G/ -6RID I,i•• V 3 n
AS PR MA ACT- ..� 7 ro
IAREINS RECOMMEND- v J -
ATOMS. x c
U a v :
o n
c
o ,
O SEGMENTED KEYSTONE WA
3 SCALE. 5/4' • • I' -0 RET.4
z
IS'.OL. '.•
Ili
1
r .. 0D.P JL_ _ G
` . 59235 2'x2' T1.BIN6 • 6 0.C. S 1/2 ` I 2 -0' I ++ ` "
r i t JOSEPH E &tA Dlfv „/ L .
b" 40' 6' t •4 BARS PROM BOTTOM
111 1111 I -- e - 6' — t b -0 1 -ems• ,°�, OF PIER o
S a 0
PANL9ER 1.125H ( { N N
M■ b' GHAT TRAIL NMI
STUCCO FIWSN L t ' - -GML. BLOCK j
!
a
nL 17 I I -- 6RGUT FILLED k' i
EXIOTNY! GOLM•N it l 2 i
- _ "4 BAR • 12' O.G. BYi. la 9' -0"
, 2 ,_ 5 , b• 4 , -0• b , 2 -5• CONCRETE BOx 4. F"--1 V2* - - ..- ._ -_._-
1 ' 1 1 No. 5 - - - --
� I 51 t SAL z
4 4 .____,,
n , . MILSAP STONE GAP ♦ {' fa
BOTTOM OP O f
r r NOTE: CONTRACTOR HAS OPTION of u51NG :r 2-0• j 0
--+
PIER GAP
W COARSE ASHLAR PA 1 I LKN IL
MILSAP STONE GAP PRECAST CONC. BOX CAVERT. t
S (T'YP. BOTH ENDS OF CULVERT) 4'X4' P05T ON I _ __.. __ -__ __. - _ ___b' GOING. PIER GM 24 "1 DRIl1� SMIff 0
5E011 ON "A -A' 12'X12 I ELD PLATE
W/ *4 DARE 0.C., D.W. IS' DEEP W (n x
SCALE: 1' • -0' Cr) 8
STUCCO COLUMN AND PIPE FENCE TO MATCH EXISTING
J a
Z a�
6'
THK. GHAT TRAIL
—
O MILSAP STONE GAP. �, !Mx ^•a Q 'v/ 0
q 1/2" MORTAR JT o I'x IN .125' 7H'K. STEEL TUBING �/ ^ 0
AS' • 24" CONG. / \ VERTICALS 5' O.C. O
DRAIN BOx ;p M / \1 - I' - x .125' TM'K. ,
�
FINISH GRADE , - TOPER L TUBING
TOM ' � U
OF SWALE ) 1 1 I I I I I 1 I III - J J
_
T _ — H�- --W - -- DTH NOT TO EXCEED 4' 3 x .i THK.
w GONG - HEADWALL W/24• ' H'-0' TYP_ U' STEEL TUBING RUB RAIL a- (0
TURNDOWN 70E (TYP) O
Q . IN.' PRESSURE TREATED coverer, LIMESTONE AT FNE RUSMID
'O WOOD FOR BORDER COMPACTED PER SPECIPICAT1OM GRADE 6 -T 4 Al& rx2 WOOD M 3• x3•x .l TU GALV. S0.
n STAKE • S' DC. STEEL TUBING POST U
n o
� t' SLOPE AROUND
B ail Ws• j� t - i d {7r r iii ■ POST (TYP.)
1� A1 , .4 , '� � u / .•• , "x •... ,• ‹, _ g
A 1 'O FINISH GRADE
PLAN VIEW SECTION 'B$'
li.. X rf , � o zs I , � : fi': o OF TRAIL
IP
SCALE. li4' • I'-0 SCALE: I' • I' -0• I iv 1 8' DNA. CONC.
b• GOTTAGTI°D I Y'IOOD '---- FOOTING (TYP.) -' JOB Na 4345
~ v � ' OL SHEET No
NOTE AFTER CONCRETE
STAKE •
HAS CURED, G ., AS S ECS CRUSHED LIMESTONE CHAT TRAIL GUARD RAIL
CD CULVERT CROSSING SHALL STAIN ALL EXPOSED GONG., A5 SPEGD � W O a .. C 1 •08
A5 SHOWN ;UL of P' OWE 6 SCALE. 1 I/2" • 1' -0` ..:. IPRL ne •0
r sr.I /1Tr\. i /1T. 11\I r\r A 11
(...4..11•4 I KAC. I UK SHALL 5UV ALL V I5 I UKt3t L) AKt:A
�� ff' WITH COMMON BERMUDAGRASS AS PER SPECS. MOUNTING PLATE m
o
w
`� / TO BE SUPPLIED i ; iS g
�, rtrOVAr X / BY BRIDGE MFG. ' H X
120' -2 (BRIDGE #1)
BEGIN BRIDGE /Il y
X. CONCRETE 1 BO' -2" (BRIDGE #2) 1
PAVEMENT
TO REMAIN r - (2) -3/4 " 0 ANCHOR BOLTS w /MOUNTING PLATE C..; 7 —' �EE D. AT RIGHT (4 PLACES) /
r„ END BRIDGE j1 \ /
N: 11517.6275 N: 11550.9359 i I I `
E: 10023.5425 INSTALL: 120' x 12' - - Uj
it (I
PREFABRICATED E: 10138.8271 X PREFABRICATED -- I
TRAIL /BRIDGE DECK ELEV. 457.15' TRAIL/BRIDGE DECK ELEV. 458.35' o - STEEL BRIDGE ,. I' U .+ y.
PEDESTRIAN BRIDGE. I I II I� •c .
a X • it '1'11 i i u c o 0
PEDESTRIAN BRIDGE #1 / THICKENED EDGE .
/ \
\
1 CONCRETE PATH
C N p
CHECK FOR \ a
- PROPOSED _ SQUAR I y D
EX. CONCRETE • n
o
TRAIL SPILLWAY TO REMAIN — — 12.* X x 30'% c -
TOP OF ABUTMENT I Zr .
f`
-- _- X. X• 1 j)(1. CA ° ~ ' _ — I 2'MIN. 1 I DOWELED EXP.JT. j
X' (n P) O z '^ o I
' SECOND POUR(PLACE TOP MOUNTINGPLATE do ANCHOR BOLTS a/ a
SUPPLIED BY BRIDGE MANUFACTURER °
OF ABUTMENT AFTER BRIDGE
IS SET IN PLACE). r BOLT ENDS TO M CUT OFF AND TACK .-.r t' +,
BEGIN BRIDGE 12 END BRIDGE X12 2x6 KEYWAY WELD NUTS TO MOUNTING PLATES. J 6-
N: 11142.9315 N: 11183.8694 1 U N
INSTALL: 80' x 12' FIRST POUR _
TRAIL/BRIDGE DECK ELEV. 459.40' PREFABRICATED TRAIL /BRIDGE DECK ELEV. 460.50' E
PEDESTRIAN BRIDGE. 0 0
NOTE:
EXACT LOCATION OF BRIDGE ABUTMENTS BOTTOM OF ABUTMENT
BRIDGE LOAD SPECIFIC
TO BE FINALIZED IN THE FIELD BY THE TOP OF SHAFT C:•.__, LNE LOAD 851ba. /S.F. U
PEDESTRIAN BRIDGE #2 c>,., OWNER'S REPRESENTATIVE. `A CONC. LOAD 1 1 24 "0 SHAFT ��� WIND LOAD - 0 0 /S.F. (� ao
0,00 Ibs +
30% FOR IMPACT
A , LAYOUT PLAN WITH ANCHOR BOLT LOCATION
DRILLED SHAFT NOTES: iE ,A
1 12 . ' 12 ' -6" 12 ' BRIDGE # 1 81:1-ES, W r =+
CONCRETE BRIDGE ABUTMENT DRILLED SHAFTS SHALL EXTEND A MINIMUM �� ..
'�
NO g OF 4' INTO DARK GRAY SHALE. ; r
4 EA. 036'= 144 L
" B "Allk_ 1 B 12" BRIDGE O2
— x 24" DRILLED SHAFTS AT 15' INTO SANDY CLAY. a
n _
iI
'< BARS E 3 9' 3' _ 1' CHAMFER 6 EA O 15' 90 lF o
BARS SHALL BE BENT z
` T OWARD CENTER OF ABUTMENT -, BRIDGE
24 "0 DRILLED o
I. _
— — X X SHAFTS 1 BRIDGE #2 ONLY
1 N a
14' -6" / -
BRIDGE ABUTMENT
in 0 0 0 0 0 i-No.8 t T ABUTMENT (P ") N rs) n
PL AN / \ /
CO
NO SCALE 1 I 1 -1 -1 - —1— .�, - —I - - - - -. V /
FIRST POUR 1 C — No. 3 1 \ \ 1 / \ \ _ / \ / z E
/ �� / SPIRAL "� O
X' -X' X' -X' X' -X' X' -X'
ANCHOR BOLTS SECTION 'e" j C /
I BARS D 1 01 8 C/ ( SUPPLED BY BRIDGE - a B OTTOM OF -• 24 "0 F 14' -6"
�\ MANUFACTURE) ABUTMENT •••...
SHAD D U
co
ro 3" X' X' .I 1" TEFLON BEARING PLATE NOTE: 1 �' DRILLED SHAF7 LOCATIONS W
(SEE SHOP DWGS.) U
\ I A. 'X' SIGNIFIES A DIMENSION TO BE DETERMINED
AFTER OWNER REVIEW OF SHOP DRAWINGS. 8 No. 8 REBARS I —
■ X' X' 1 DIMENSIONS WILL BE PROVIDED TO THE CONTRACTOR INTO ABUTMENT DRAWINGS. C EXTENDED 36 MIN. 1 24 - 0 DRILLED SHAFT ._1 Z a
I / a
x S
/ x — SEE SHOP 4" LAP AT THAT TIME. TO DRILLED SHAFT 0
! I _ .. No. 3 SPIRAL WITH AN 8" Q (n
-� I DWGS. "I I 0 ABUTMENT DETAIL) PITCH AND ONE (1) Ct a) U
"o —` (X� o f �`� -_� I BOTT RN AT TO do }— n >.
4 tI g � � DRILLED SHAFT TO ABUTMENT -- (A
x'
J v
k w1 r� J c-15 J
• w
X 1 •
I BARS A X o 18 CC/C STEEL SCHEDULE I a-
1
N L BAR QUANTITY SIZE SPACING LENGTH WEIGHT
��
No. 4 BAR L _ 2 1/4" 19 1/2 2 1/4" 0 to
O I BgRg B O 18" C/C 1 — A 20 No.8 N.A. 14' -0' 748 Ibs. Y
— 18 /C _
4" LAP 4" LAP B 20 No.4 18* 8' -2" 109 Ibs. _ U (p
' \ ` C 20 No.4 18* X' -X' 66 Ibs. (EST) 2
D 6 No.6 N.A. 12' 0' 108 Ibs.
1 1 2' -3' E 16 No.4 N.A. 2I-3 24 Ibs.
ro � 1- 1'F1' -1 ; — 3 F 16 No.4 9' 4' -3" 451bs. SECTION - DRILLED SHAFT
TOTAL RONFORCING STEEL 1100 Ibs.
BARS B" BARS C" NOTE: QUANTITIES ARE FOR TWO (2) ABUTMENTS (EACH BRIDGE) 24 DRILLED SHAFT eor Na 4345
FOR BIDDING PURPOSES
NO SCALE SORE 7 No
SECTION "A' - "A' THE QUANTITIES FOR FOUR ABUTMENTS ARE ESTIMATED AS FOLLOWS:
ABUTMENT REINFORCING STEEL CONCRETE - REFERENCE ONLY
STEEL 2200 15 G.Y. HALF SCALE 00 Ibs. r 09
NO SCALE 24 DRILLED SHAFT - 234 LF PEDESTRIAN BRIDGE DETAILS C
0 ' 6 15 I 0 5 �` IS I i g P `
g
FLUME TO REMAIN FLUME TO BE REMOVED
GRAPHIC SCALE IN FEET
GRAPHIC SCALE IN FEET
FLUME TO REMAIN I FLUME TO BE REMOVED 0 9 0 +18 CULVERT
STA 0 +00 CULVERT 'B" 0 9' RT. OF TRAIL CL
0 9' LT. OF TRAIL CL
0 CL EX. CONC. FLUME C.3
STA 0 +00 CULVERT "A" T STA 0 +18 CULVERT 'A" O CL EX. CONC. FLUME = O 9' LT. OF TRAIL CL O 9' RT. OF TRAIL Cl FL ELEV. 453.77
O CL EX. CONC. FLUME 0 CL EX. CONC. FLUME FL ELEV. 453.50 INSTALL PW -N HEADWALL
INSTALL PW -N HEADWALL 3 PROPOSED 3' (HEADWALL 'L' = 6') •
FL ELEV. 453.00 3' PROPOSED 3' FL ELEV. 453.27 (HEADWALL "L" 5.25') 12' CONCRETE 4-, TRAIL
INSTALL PW -N HEADWALL INSTALL PW -N HEADWALL c--
12' CONCRETE - -
(HEADWALL "L" = 5.25') TRAIL - (HEADWALL 'L" = 6') I 1 ^"
17LF_ 17 LF "� :n o 0 0,-
BIKE RAI n BIKE RAID a
�/ 3:1
3• :1
i oc o r 5 FLU E ONC O RETE �- 5' EX. CONCRETE _ E,
FLUME TO — ,
REMAIN I - - REMAIN L
1 1
7 C - °o
�I` 3.1 3:1
�C. / T
T N I
O W
" LINE l 14.5 LF 3
SAWCUT ` �B
BIKE RAIL 3' BIKE • RAIL / �i V °D
V o•
3 SAWCUT EX. FLUME. 5
SAWCUT EX. FLUME. EXPOSE MIN. 12" • -
EXPOSE MIN. FLUME. REINFORCEMENT & 3 o
REINFORCEMENT & PROPOSED SODDED TIE TO NEW STEEL. PROPOSED SODDED S�
3:1 SLOPES CONSTRUCT 5' CONCRETE 3:1 SLOPES U -
aD
TIE TO NEW STEEL.
FLUME PAVEMENT TO HEADWALL
CONSTRUCT 5' CONCRETE
MATCH EX. BOTTOM & SLOPES. CULVERT •
FLUME PAVEMENT TO HEADWALL @•
MATCH EX. BOTTOM & SLOPES. CULVERT A 18 LF 5 x 2'
18 LF - 5' x 2' PRECAST BOX CULVERT
PRECAST BOX CULVERT
n
(15; W F .
CULVERT DATA CULVERT DATA 'LL'' •`
�� A = 2.10 ACRES �� �� A = 1.09 ACRES rf.. .' '' 1 t '
��
CULVERT A °_ °5°
Tc =10 MIN. CULVERT B = 050 �"�
Tc =10 MIN.
1100 = 11.6 1N /HR 1100 = 11.6 IN
n n Q100 = 12.2 CFS 0100 = 6.3 CFS o
Q
458 TRAIL • 458 = a
BEGIN CULVERT 'A' I END CULVERT 'A"
PROPOSED- Q.
STA 0 +00 : r
BIKE RAILS STA 0+18 TRAIL N o
CONSTRUCT PW -N HEADWALL. CONSTRUCT PW -N HEADWALL
457 FL ELEV. = 453.00 • FL ELEV. = 453.27 45 7 BEGIN CULVERT 'B' PROPOSED -• END CULVERT "B"
458 STA 0 +00 BIKE RAILS STA 0 +18 F 458
PROPOSED 6' ) S __ - CONSTRUCT PW -N HEADWALL CONSTRUCT PW -N HEADWALL
•
CONCRETE r FL ELEV. = 453.50 FL ELEV. = 453.77
TRAIL r r / PROPOSED 6"
456 456 457 CONCRETE : r / 457 W 0
r I TRAIL
•PROPOSED 3:1 PROPOSED 3:1 z
r
SLOPE TO BE r r SLOPE TO BE O (13
455 — -- - -- SODDED 455 456 SODDED 456 0)
HW100 = 454.65' �� 0 0
EX. CONCRETE Q
RIP -RAP TO BE INSTALL • w 0) 1--
454 REMOVED 18 LF 5' x 2' SINGLE 454 455 EX. CONCRETE HW100 454.94' 455 U
BOX CULVERT ON 1.50% RIP -RAP TO BE ` INSTALL n.
a
TOP OF EX. 3' REMOVED s '
CONCRETE FLUME BOX BOX CULVERT ON 1.50% Q lj
0 CL CULVERT -. LL.
453
P! 453 454 3' 454 O
�:�:• 12" TOP OF EX. I n Y
S•�• CONCRETE FLUME L ;CAS 1 J (A --
44 1 0 CL CULVERT - :;:•7
J
452 452 453 �: , ,' 12" 453 U J J
ROCK RUBBLE ';5.7
RIP -RAP
PROPOSED 5'- (0
CONCRETE ROCK RUBBLE 4 O ,C
451 FLUME 451 452 2 RIP -RAP L
SCALE: PROPOSED 5" 0 c
HOR: 1' 5' CONCRETE SCALE: Q.
FLUME - HOR: 1" = 5'
450
VER: 1" 1' 450 451 vER: 1" = 1 ' 451
450 450 JOB No 4345
SHEET No
0 +0o NOTE: 0 +oo
CONTRACTOR SHALL SOD ALL DISTURBED AREAS C1.10
WITH COMMON BERMUDAGRASS AS PER SPECS. CULVERTS — A & B