HomeMy WebLinkAboutProposed Sidewalk PlansSEMINIXE COUMY
~~
COMPONENT'S OF CONTRACT PLANS SET
THIS ooxlnACr PLAN sBT uvawBS:
.31DBWAT]C PLANS
. PBDBSLRIAN BRIDGE DBTABB
SEhIINOLE COUNTY GOVERNMENT
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
PROPOSED PLANS FOR
NORTI~RN WAY, SHETLAND AVENUE,
& SOUTH CITRUS ROAD SIDEWALKS
'lOLA%BNARY
INDEX OF SIDEWALK PLANS:
SHEETNO. SHEETDESCiA'TTON
1 RBY SFIEET
2 SUMMAAYOFPAYII'B111S
3 11TII.[f Y O~~V~Ai, N01E3
4 PROJECTLAIIXTI'
5 TYPICALSBCIIONS
6 1l3IDB1IANBDUS DBTAB.
7.25 PLAN SHEBIS
26 PLAN6cEL89ATTON(PFDE5IRIANBRIDGE)
z7 PIDESTRIANBRIDGEABVIMENTS
Sl~f~~ 3~°0 r
~~ r
F~ ~~Y N
r,(11;~ a~f~ ~h+-u
~S\
i'
GOVERNWG STANDARDS ANDI~EClF1CAT~1
FLORIDADEPARTAD.+NTOF ATATRA
DESIGN STANDARDS DATBD ARY 2002,
AND SPBCD?1CA70NS FOR RO AND BRID(DB
CONSTRUCTION DATED 2004, AMENDED
BY CONTRACT DOCUIu~N15.
419
To Loxcwoon f-- 434
BEGIN PROJECT ~ ~
STA,16+40
I~NORTHERN WAY
BEGIN PROJECT
STA. ZO+10
~ S. CTTRUS AVE.
~:
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~ ~ T09ANISBtD
w
otl ~
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r:"ir`. ~: : ivl
WINTER SPRINGS
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22 23
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TO ORLANDO
~i
ROADWAY SHOP DRAWINGS
TO BB SUBMCTTID TO
JWW FONG, JR, P.E
ssoruL~cn~ac c>~usucraiurs, nun
2r>DE Izoe~uSOe-sr.
SlN7Ef5p0
ORUNDQ FL 72901
id - ?LOS
f •'. ~•.• 33 TI1S
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PLANS PREPARED BY
q .. To ov~oo
+ =~" . •... END PROJECT „'~
,~ •`::`: STA. 75+r>o PEC I
~` pNORTHERN WAY PROFESSIONAL.ENGlNEERING CANSULTAN7S, MIC.
l` 200 E ROBINSON Sr.
surrE 1660
426 --~ TOOVD;DO ORLANDO, FL32801
/// ~ (ion ~zz-eos2
3 ~ • X BOARD OF PROFESSIONAL. ENGINEERS DERIIFICA iF N0: 3556
::::'~:.. ~:: END BRIDGE
~` ~h ~ STA.lA+5654
' ' _ NORTHERN WAY
~- - "• NOTE :THE SCALE OF THESE PLANS MAY HAVE
~~' ~ F• ~'•' '~ CHANGID DUE TO REPORDUCTION
30 ..G!;.~ ~" ''" ~ BEGIIV BRIDGE
~29t:::'. ~ ' ~ STA. 19+77.65
~7 1~:~:°, r2
411 ~a:~Eow„ ~NORTHERNWAY 100% PLANS
SEPTEMBER 5, 2003
LENGTH OF PRO T
LINEAR FEET MILES
ROADWAY 9 75.00 1.813
BRIDGES - 80.00 0.015
NET LENGTH OF PR 9 5.00 1.829
EXCEPTIONS 0.00 0.00
GROSS LENGTH OF FAO 9 5.00 .1.829
SEMIIQOLE COUNTY PROJECT' MANAGER; ALAN AYASH, P.E.
KEY SHEET REVLSIONS
oen st
ROADWAY PLANS
ENGIIVEEIt OF RECORD : JUAN FOND, JR, P.E.
P.E. N0.: 51932
PM
...,,............. ra~.grw,.a
40'
Q
I O I I
HATCH EXIST. I �—n
ASPHALT TRAIL j
I I
i (TO BE RELOCATED)
BEGIN SHETLAND AVENUE
V E 0NU $ /y 700-46-21
I,
I Jr p % I �' R/W LINE
R/W LINE I O c �'y I —
18'-C4lP
ORIVE
a e�
w I
$ SHETLAND AVE
p ; I
- - - - - - - SHEr
96 SOUTH CITRUS ROAD 47 0. SOUTH CITRUS Roan LAND AVENUE
I R/W LINE
1 e I 59'9'58'E 41531'
I SURVEY BASELINE
stir2ays'w ,��, 1 E�a�
s' o
I
D $ SOUTH CITRUS ROAD
\ ! I TA. 49+95.52
\ I I
� I I
R/W LINE 1 SITE BENCHMARK*4
STA.49+05.34(22.72 RT) I
I!S.CITROS ROAD
{\� y SSIC(TRAVV PT I MATCH EIXIST.
\' y �� ELEVATION=US 1 I SIDEWAIA
�1 N 5123p328
MAINTAIN S1W 36' MIN. E 94579.24
THOUGH UTILITY POLE (TO BE RELOCATED) I
�00-45-2I I
I 1
I I I
j I
� I
\ I
I
� I I
I
I ! p I
! 8 I
CONSTRUCT 5' SIDEWALK i4' THICK) I I
- I
REVISIONS PROFESSIONAL ENGINEERING CONSULTANTS, INC.
DESCRIPTION DATE BY DESCRIPTION 200 E. ROBINSON ST. SUITE 1560 PLAN SHEET SHEET
ORLANDO, FLORIDA 32M NO.
PEC �.
422-8062
ovimera $EMNOLE CDIIlVTY SOUTH CITRUS ROAD STA. 45+00 TO STA. 49+95.52
poCERT sTE NO. RMft%WWLCwW SHETLAND AVENUE STA. /0+00 TO STA. /0+90 BOARD OF PROFESSIONAL ENGINEERS CERTIFICATE N0. 3556 21 i
09/05/2gD3 of6la5 PN 0:,0r0)xls\sc-064Wanrd#.Ogn