HomeMy WebLinkAboutP_Site_Plan_20170425_v1COMCAST
EAST VALLEY FAMILY DENTISTRY
CONTACTS:
SEFNCO
NYJAUNE LAWLER
NLAWLER@SEFNCO.COM
(253)254-8558
SCOPE OF WORK:
—DIRECTIONAL DRILL AND PLACE (2) 2" CONDUIT,
PULL (1) .625 COAX CABLE
—INSTALL NEW PEDESTAL
BILL OF MATERIALS*:
230 FT + 20% STORAGE - .625 COAX CABLE
PROJECT DESCRIPTION*
NEW AERIAL = 0 FT.
OVERLASH = 0 FT.
NEW UNDERGROUND = 230 FT.
EXISTING UNDERGROUND = 0 FT.
RISER (0) = 0 FT.
I TOTAL FOOTAGE = 230 FT.
°ALL FOOTAGES AND MATERIALS ARE ESTIMATED
SHEET INDEX:
1 - COVER SHEET
2-3 - NOTES, LEGEND, & DETAILS SHEET
4 - PROPOSED CONSTRUCTION
5 - TRAFFIC CONTROL PLANS
200 SW 41ST ST
RENTON, WA
0Convergern
—
AutotJation
W
0utsourcing.Inc
BeIFAndersonlnsursnce
Honda Renton
U>11111111�
-
-_ QEvluma
o
Clarion
J
N
0
Q
El 0
6]
^91h Sl
._i'4V ,joil7 ;1
ovivo
10 Center Cycle
QVounker Mitsubishi
7
0
a
Ferguson Fire
()FergusonAA
B Fabrication
48.011-141
Washington
- Renton
ro
n
2W ai SYreet
PACLAB Re
�
Patient Service Ce
s[ 5E SW 41 St St
54V 41 St St
SVN 41 5f St S
41st SL I
Va
Service iogColldsion
Ma.LaXarThalio
Rapairc Renton
_
c
O
h
`ro
IK€A Rentart
0
Hcme Furnishings
C) The Little Gym
of I(entJRenton
THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONS
a
� 3
m a
r
O
a
0
c
�r
COMCAST
SEFNCO
COMMUNICATIONS
"DELIVERING EXCELLENCE"
COVER
1 OF 5
Z
W
D
Q�
U>11111111�
W
o
J
N
Q
W
a
� 3
m a
r
O
a
0
c
�r
COMCAST
SEFNCO
COMMUNICATIONS
"DELIVERING EXCELLENCE"
COVER
1 OF 5
GENERAL NOTES:
1. ALL VAULTS/ HANDHOLES TO BE EQUIPPED WITH SECURITY LIDS WITH LOCKING BOLTS.
2. GROUND RESTORATION/RIGHT-OF-WAY SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF
TACOMA'S RIGHT OF WAY RESTORATION POLICY
3. ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM OF 36" RADIUS UNLESS
SPECIFIED OTHERWISE.
4. BURIED FIBER OPTIC WARNING SIGNS SHALL BE PLACED AT EACH SIDE OF ALL ROAD CROSSINGS,
AT CULVERTS, DITCHES AND IN A STRAIGHT LINE OF SIGHT SPACING OF APPROXIMATELY 500 FEET.
5. DEVIATIONS FROM THE ENGINEERED ROUTE REQUIRES A PROJECT MANAGER AND RIGHT-OF-WAY
OWNER OR CARETAKER APPROVAL PRIOR TO CONSTRUCTION.
6. WHERE PERMITS FROM STATE, COUNTY, CITY, RAILROAD OR GOVERNMENT AGENCIES ARE
REQUIRED, ALL WORK PERFORMED WILL COMPLY WITH THESE AGENCIES STANDARD
SPECIFICATIONS.
7. THE PROJECT MANAGER WILL NOTIFY BUILDING MANAGEMENT WHEN WORK WILL BEGIN ON
BUILDING. CONTRACTOR TO COORDINATE ROOM ACCESS AND WORK START AND STOP TIMES
WITH BUILDING MANAGEMENT.
8. THE PROJECT MANAGER IS TO BE NOTIFIED BY THE CONTRACTOR 24 HOURS PRIOR TO
CONSTRUCTION. SEE COMPANY CONTACT LIST FOR CONTACT NAME(s) AND TELEPHONE NUMBER(s).
9. THE PROJECT MANAGER WILL RESERVE THE RIGHT TO INSPECT AT ANYTIME THE WORK BEING
PERFORMED BY THE CONTRACTOR. IF PROJECT MANAGER DETERMINES THAT THE WORK IS NOT
BEING PERFORMED TO MINIMUM QUALITY STANDARDS, THEN THE CONTRACTOR SHALL PROVIDE
REWORK AT HIS OWN COST.
10. ANY CHANGE IN PROJECT SCOPE, INCLUDING BUT NOT LIMITED TO, CONDUIT LENGTH, CONDUIT
PATH, AERIAL PATH ETC., MUST BE APPROVED BY THE PROJECT MANAGER.
11. ALL CORING/CONSTRUCTION THAT WILL CAUSE NOISE AND/OR VIBRATION SHALL BE DONE WITHIN
ALLOWED BUSINESS HOURS. SEE TRAFFIC CONTROL PLANS FOR APPROVED WORK HOURS
12. ANY AND ALL UNDERGROUND UTILITIES ENCOUNTERED ARE THE RESPONSIBILITY OF THE
CONTRACTOR TO LOCATE, PROTECT, AND REPAIR, IF DAMAGED.
13. ALL FOOTAGES ARE BASED ON FIELD GATHERED MEASUREMENTS, AS SUCH SOME VARIANCE
SHOULD BE ANTICIPATED. ADJUST AS NEEDED.
14. ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 36" MINIMUM COVER. SITE HAS POTENTIAL FOR
ROCK THAT WOULD PREVENT THE ABILITY TO PROVIDE THE MINIMUM COVER. IN CASES WHERE THE
MINIMUM COVER CAN NOT BE ACHIEVED, THE CONDUIT SHALL BE PLACED IN A SCH 40 EMT SLEEVE
OR APPROVED EQUIVALENT.
15. WATER, SEWER, STORM SEWER AND EASEMENT LOCATIONS ARE BASED OFF OF CITY MAPS,
NOT FIELD VERIFIED.
16. BORING OF AC PAVING IS REQUIRED AT ALL LOCATIONS AS INDICATED ON PLANS.
17. AT NO TIME SHALL CURBS, GUTTERS OR HANDICAP RAMPS BE DISTURBED.
18. DOOR HANGERS ARE TO BE PLACED A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION.
19. THE FOLLOWING SPECIAL TRAFFIC CONTROLS SHALL SUPPLEMENT SECTION 1-07.23 OF THE STANDARD
OF SPECIFICATIONS.
THE CONTRACTOR MAY CLOSE NON -ARTERIAL STREETS TO THROUGH TRAFFIC, PROVIDED THAT LOCAL ACCESS IS
MAINTAINED AT ALL TIMES WITH A MINIMUM OF A 20 FT WIDE ACCESS LANE. THE CONTRACTOR SHALL COORDINATE
ANY CLOSURES AND COOPERATE WITH THE VARIOUS BUSINESSES AND/OR RESIDENCES ADJACENT TO THE
PROJECT SITE. A MINIMUM OF ONE ACCESS SHALL BE MAINTAINED TO ALL PROPERTIES AT ALL TIMES.
THREE (3) WORKING DAYS PRIOR TO ANY STREET CLOSURE, THE CONTRACTOR SHALL NOTIFY
TACOMA PUBLIC WORKS ENGINEERING DIVISION
(253) 591-5500
TACOMA PUBLIC WORKS STREETS AND GROUNDS
(253) 591-5495
TACOMA ENVIRONMENTAL SERVICES SOLID WASTE
(253) 591-5544
TACOMA FIRE DEPARTMENT
(253) 591-5733
TACOMA POLICE DEPARTMENT
(253) 591-5951
LESA COMMUNICATION CENTER
(253) 798-4721 - OPTION 3
TACOMA PUBLIC SCHOOLS TRANSPORTATION OFFICE
(253) 571-1853
PIERCE TRANSIT
(253) 581-8109
EOP
® CB
FL
PROPOSED BORE PIT
LEGEND:
RIGHT-OF-WAY
TRAFFIC LANE
FOG LINE
EDGE OF PAYMENT
LOT LINES
STREET/SIGNAL/TRAFFIC LIGHT
CONSTRUCTION NOTE
FIRE HYDRANT
CATCH BASIN
CHANNELIZATION
- - - - - - - - - - - - PROPOSED DIRECTIONAL DRILL
(xxx') DIRECTIONAL DRILL
_.._.._.._.._.._.._.._.._.._.._.._ PROPOSED BORE
(xxx') BORE
- - - - - - - T-_
EXISTING PULL THRU
(xxx') EXISTING- - PULL T'7
- (xxx') OPENi TRENCH PROPOSED OPEN TRENCH
AERIAL STRAND
NEW STRAND AND FIBER
EXISTING POLE W/ NEW RISER
PED
O
PEDISTAL
NEW ANCHOR
O O MANHOLE
- SEWER
-w WATER
COMMUNICATIONS CABLE PLACEMENT NOTES:
STORM DRAIN
POWER
COMMUNICATIONS
GAS
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY
SEE LOCAL DIRECTORY FOR CONTACT TELEPHONE NUMBER OF LOCAL CALL BEFORE YOU DIG AGENCY.
2. CONTRACTOR SHALL RECORD SEQUENCE # OF CABLE AT EVERY WORK POLE, MANHOLE, CABLE STORAGE LOOP
AND TAIL LOCATION. CONTRACTOR TO PROVIDE PROJECT MANAGER WITH SEQUENCE NUMBERS AT PROJECT
COMPLETION.
3. SLACK LOOP AND SNOWSHOE STORAGE LOCATIONS SHALL BE DETERMINED ON CONSTRUCTION DRAWINGS, HOWEVER,
REEL LENGTHS OF FIVE HUNDRED FEET (500') OR LESS ON LARGE COUNT FIBER OR THREE HUNDRED FEET (300') OR LESS
ON SMALL COUNT FIBER ARE DIFFICULT TO USE AND SHOULD BE PLACED AS FSL'S, NOT CUT AND RETURNED.
4. CABLE IDENTIFICATION TAGS SHALL BE PLACED AT EVERY WORK POLE, MANHOLE, FIBER, STORAGE LOOPS, SPLICE
CASES AND WHERE INDICATED BY PROJECT MANAGER. TAGS NEED TO BE PLACED SO AS TO BE READ FROM THE GROUND.
5. CABLE LUBRICATION SHALL BE USED TO REDUCE PULLING TENSION. LUBRICANTS MUST NOT CONTAIN ANY PETROLEUM
PRODUCTS.
6. A 100 FOOT FIBER COIL MUST REMAIN IN ALL VAULTS UNLESS OTHERWISE NOTED.
7. ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITH WARNING TAPE AND A TRACER WIRE, AT RISER POLES THE
LOCATE WIRE SHALL BE ACCESSIBLE AT THE BASE OF THE RISER.
8. ALL RISERS WILL BE CAPPED AT ALL TIMES.
9. ALL FIBER SHALL BE MARKED AS TO DIRECTION IN EACH VAULT. RED -NORTH, GREEN-SOUTH,YELLOW-EAST, AND
BLUE -WEST. DO NOT TAPE FIBER CABLES TOGETHER IN RISER.
DISCLAIMER:
TRAFFIC FLOW
❑D
EXISTING DOG HOUSE
❑P
EXISTING PEDESTAL
®
BUILDING OUTLINE
2. THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAY VARY ONCE UTILITIES HAVE
EXISTING ANCHOR
NEW ANCHOR
O O MANHOLE
- SEWER
-w WATER
COMMUNICATIONS CABLE PLACEMENT NOTES:
STORM DRAIN
POWER
COMMUNICATIONS
GAS
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY
SEE LOCAL DIRECTORY FOR CONTACT TELEPHONE NUMBER OF LOCAL CALL BEFORE YOU DIG AGENCY.
2. CONTRACTOR SHALL RECORD SEQUENCE # OF CABLE AT EVERY WORK POLE, MANHOLE, CABLE STORAGE LOOP
AND TAIL LOCATION. CONTRACTOR TO PROVIDE PROJECT MANAGER WITH SEQUENCE NUMBERS AT PROJECT
COMPLETION.
3. SLACK LOOP AND SNOWSHOE STORAGE LOCATIONS SHALL BE DETERMINED ON CONSTRUCTION DRAWINGS, HOWEVER,
REEL LENGTHS OF FIVE HUNDRED FEET (500') OR LESS ON LARGE COUNT FIBER OR THREE HUNDRED FEET (300') OR LESS
ON SMALL COUNT FIBER ARE DIFFICULT TO USE AND SHOULD BE PLACED AS FSL'S, NOT CUT AND RETURNED.
4. CABLE IDENTIFICATION TAGS SHALL BE PLACED AT EVERY WORK POLE, MANHOLE, FIBER, STORAGE LOOPS, SPLICE
CASES AND WHERE INDICATED BY PROJECT MANAGER. TAGS NEED TO BE PLACED SO AS TO BE READ FROM THE GROUND.
5. CABLE LUBRICATION SHALL BE USED TO REDUCE PULLING TENSION. LUBRICANTS MUST NOT CONTAIN ANY PETROLEUM
PRODUCTS.
6. A 100 FOOT FIBER COIL MUST REMAIN IN ALL VAULTS UNLESS OTHERWISE NOTED.
7. ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITH WARNING TAPE AND A TRACER WIRE, AT RISER POLES THE
LOCATE WIRE SHALL BE ACCESSIBLE AT THE BASE OF THE RISER.
8. ALL RISERS WILL BE CAPPED AT ALL TIMES.
9. ALL FIBER SHALL BE MARKED AS TO DIRECTION IN EACH VAULT. RED -NORTH, GREEN-SOUTH,YELLOW-EAST, AND
BLUE -WEST. DO NOT TAPE FIBER CABLES TOGETHER IN RISER.
DISCLAIMER:
1. IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO VERIFY ALL RIGHT OF WAY
BEFORE CONSTRUCTION IS TO BEGIN. NO UNDERGROUND INSTALLATION REPRESENTED WITHIN
THESE PLAN SHEETS IS PROPOSED OUTSIDE OF THE RIGHT OF WAY.
2. THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAY VARY ONCE UTILITIES HAVE
1
BEEN FIELD LOCATED.
VI
W
Know what's below.
3. ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINED DURING CONSTRUCTION
Call
AND IS COLLECTED IN THE AS -BUILT PHASE.
before you dig.
a
am F
0
a
0
a
COMCAST
SEFNCO
COMMUNICATIONS
"DELIVERING EXCELLENCE"
NOTES & LEGEND
2 OF 5
Z
W
J
VI
W
vI
J
a
N
W
a
am F
0
a
0
a
COMCAST
SEFNCO
COMMUNICATIONS
"DELIVERING EXCELLENCE"
NOTES & LEGEND
2 OF 5
(1) 10' NOTCHED STEEL
CONDUIT SECTION
rvoo
\ � /
W
15" HDG POLE BRACKET
WW1
PIPE CLAMP (62017
J
BY POWER -STRUT OR E
T
1
EQUAL) 4" MIN. OFFSET
V)
FROM POLE
W
TYPE C STEEL -TO -STEEL
rvoo
ADAPTER. CAP (1) 4"0 AT 10'.
W
(1) 10' NOTCHED & (1) 10'
T
1
STEEL CONDUIT
J
SECTIONS
O 3R
rA' STEEL
Ii
EXISTING AERIAL
POWER
PROPOSED FIBER
EXISTING GROUND
EXISTING UTILITY POLE
TYPE C STEEL -TO -STEEL ADAPTER
TYPICAL POLE RISERS (2) 4"0
TYPICAL DETAILS
MIN. g3 FOR OPEN CUT TRENCHING UNLESS OTHOMSE APPROVED BY THE CRY
MIN. i J FOR HORIZONTAL DHW]ONAL DRILLING
EXIST. GROUND
—
EXIST. U1ILRY�
/ 1
EXIST. URLNY"``/
12' MIN. CLEAR ".) FOR OPEN CU! TRENCHING
60• MRL CLEAR iTYR% FOR HORIZONTAL DIRECIIONLL DRILLING
CROSSING UNDER CROSSING OVER
TYPICAL UTILITY CROSSING DETAIL
UTILITY CROSSING
ROUND ACCESS
COVER
TYPICAL VAULT DETAIL
'^ 9" FLANGE DOWN
CLEAR OPENING
3S.
4 - "C" CHANNELS 24" LG.
LIFT HOLE 1 1/2" DIA.
EACH SIDE
PLACE 8' GROUND
ROD W/CLAMP
AND ATTACH 10'
OF #6 COPPER
WIRE. LEAVE 4"
OUT OF BOTTOM
OF VAULT.
LADDER RUNG GROOVES
Ll T
NO. 380 S
RISER — LBS.
TYPICAL MANHOLE DETAIL
MAGNETIC
\ � /
W
4DIA.
LIFTING INSERTS
EXISTING SURFACE LENGTH)
\ 13 18
J
VAULT NO.
T
1
/?
O
444 -LA 2,280 LBS.
W
1/4"0 HOLE
U
2 1/2"0 GROUND
Z
PLATE COVERING
T
1
ROD KNOCKOUTS
WOR
1
n m
4 3/4" KNOCKOUT:
E
14"
9., 22"
PROPOSED CONDUIT
4 EACH SIDE
DETAIL 1/4"x20" NC
Q
OPTIONALPULLI1'
IRON1 EACH SI[
J
12
T BAR ANCHOR
J11 VAULT
2
D7
GA. WELDED WIRE FRAME
SOLID CONCRETE EXTENSION
>
ri::
TYPICAL VAULT DETAIL
'^ 9" FLANGE DOWN
CLEAR OPENING
3S.
4 - "C" CHANNELS 24" LG.
LIFT HOLE 1 1/2" DIA.
EACH SIDE
PLACE 8' GROUND
ROD W/CLAMP
AND ATTACH 10'
OF #6 COPPER
WIRE. LEAVE 4"
OUT OF BOTTOM
OF VAULT.
LADDER RUNG GROOVES
Ll T
NO. 380 S
RISER — LBS.
TYPICAL MANHOLE DETAIL
MAGNETIC
LOCATOR
TAPE
(ENTIRE TRENCH
EXISTING SURFACE LENGTH)
o
>
J
SURFACE RESTORATION
T
1
BACKFILL COMPACTED
i .. ..
TO 90% OF MAXIMUM
W
RELATIVE DENSITY OR
U
STONEWAY MIX 1004.
Z
COMPACT TO 95%
UNDER ROADWAYS OR
a
STONEWAY MIX 351
WOR
1121.
n m
E
PROPOSED CONDUIT
B-12'
CONTRACTOR TO VERIFY
SPECIFICATION WITH LOCAL
JURISDICTION.
TYPICAL TRENCH
DETAIL
CONDUIT OR FIBER CABLE
INNERDUCT \
SEALING BUSHING INSTALL SEALING BUSHING
DUCT WITH CABLE
NO SCALE
SECURELY TE PULL
ROPE TO EYE OF
CONDUIT OR SEALING BUSHING
ai INNERDUCT PULL ROPE ` r SEALING BUSHING
W` INSTALL SEALING BUSHING
SEALING BUSHING IN EACH SPARE INNERDUCT
SPARE DUCTS OR CONDUIT
WNO SCALE
J ELEvnnoN
O CONTROLLED DENSITY FILL
Material AHs Vd.
Cement (1.25 Sacks) 0.60 AC ((4' MIN N17H .5' MAX SAW CUT
flyyaash 6.64 AGGREG11V IDER CITY STD
Water .. 5 EXIST. AC AND B
Sond 19.35
2z-00
3'
II—tz• TVP.
OTyp.12• MIN '. CDF PER
rA' "m CITY STD
1i
a SELECT BACKFILL MAI
POIHOLE
PLAN NEW DIA PER CITY STANDARD
TYPICAL POT HOLE REPAIR DETAIL
a
a
z
O
a o
o
a
COMCAST
SEFNCO
COMMUNICATIONS
"DELIVERING EXCELLENCE"
NO SCALE
3 OF 5
Z
W
o
>
J
co
�
a
L
_/
W
o
J
N
a
W
a
a
z
O
a o
o
a
COMCAST
SEFNCO
COMMUNICATIONS
"DELIVERING EXCELLENCE"
NO SCALE
3 OF 5
CONSTRUCTION NOTE:
OTIE IN POINT
ODIRECTIONAL DRILL AND PLACE (2) 2"
CONDUIT, PULL .625 COAX CABLE
OEXISTING DOG HOUSE
04 INSTALL NEW PEDESTAL
OEND OF RIGHT OF WAY DESIGN, SEE SITE DESIGN
- - SW 41ST ST
ROW
85'
0h
op
,:::: 71
f`. . . . . . . . . . . .
�
:I///// �::C
200
f -
' 101' "(
.OI
I
I
110
UEOPEOP
_ — — —END OF ROW DESIGN _ _ _ _ _ _ _ _ _TIE INTO EXT'G —
— — — — — — — — — — — — — — — — —
SEE SITE DESIGN DOGHOUSE —
----------- -
JA
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
dO3—
dO3 dO3 dO3 d03 All —
ROW ROW Rrroo Rn —
Lu
J
J
Q
Lu
0
I�
z
gl
li
I�
>a m r
O
a o
1
COMCAST
SEFNCO
COMMUNICATIONS
"DELIVERING EXCELLENCE"
SCALE: 1 "=60'
0 30' 60'
4 OF 5
z
W
■
YI
a
L
W
p
J
N
a
W
>a m r
O
a o
1
COMCAST
SEFNCO
COMMUNICATIONS
"DELIVERING EXCELLENCE"
SCALE: 1 "=60'
0 30' 60'
4 OF 5
LITO E SPECIFIC TRAFFIC CONTROL PLAID [AERIAL WORK] CONTROL TYPE: SINGLE LANE CLOSURE -4 -LANE ROAD
ALL CONTROL SET-UP. SIGN SPACING AND PROCEDURES
WILL CONFORM TO SPECIFICATIONS STATED IN THE THE OESIGNEDTRAFFIC CONTROLS CONTAINEDWITHIN
FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL nI$ TCIa WILL NOT RE IMPLEMENTED UNTIL APPROVED
DEVICES (M.U.T.C.D) Si THE PUBLIC AUTHORITY HAVING JURISDICTION
CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO
ADOPTED SEPCIALIZED GUIDUNES FOR TRAFFIC CONTROL
WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF
THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND
ANY SPECIAL CONDITIONS EXIST
I
I
4060
- KUW—
SW 41ST ST.
d03 p
EOP EOp._-- • . • • • __
d03 d03 dO3 d03 dO3
—ROW - -- ROW ROW - ROW ROW
,m
AHE4D
, Rt
269,�, 267 // 7
/ -L7 255
101
SIGN SPACING = X (FEET) _
FREEWAYS & EXPRESSWAYS 50/70 MPH 15DO'+1-;w As PERWrrmo u_
RURAL HIGHWAYS 60165 MPH BOD' +/- �I
— + -
RURAL ROADS 45/55 MPH 500'+1 -
RURAL ROADS & URBAN ARTERIALS 35//40 MPH_ 350'+1- IMININIUM TAPER LENGTH IN FEET = L
RURAL ROADS & URBAN ARTERIALS LME POSTED SPEED LIMIT (MPH)
RESIDENTAL & BUSINESS DISTRICTS 25/30 MPH 200'+1- "m 25 30 35 40 45 50 55 60 65 70
URBAN STREETS 25 MRN OR LESS 100'+/- -- LONGITUDINAL
00'+I-
LONGITUDINAL BUFFER SPACE = B 10 105 150 2051270 450 500 550 - - -
ALL SIGNS ARE 48"08" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. SPEED 25 30 35 40 45 50 55 60 65 70--F
1 i 115 160 225 295 495 550 605 660
(1) ALL SIGN SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS. AT GRADE I
INTERSECTIONS AND DRIVEWAYS, LENGTH 155 200 250 3051360 425 495 570 780 840' 12 1251180,2451320 540 600 660 720 780 840
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
I>I
IrIIIItIIII
—R�
FtT l Fly
1,
(ISEFNGO
f
COMMUNICATIONS
'A j*1049a
0
� CONTR01. s09
Im
elV
AIL
COMCAST
sEFNco
COMMUNIG1Ti0N5
SCA��• I"=9fi'
0 4-' 96'
5 OF 5
Z
W
O
■
y
a
�
L16
3
U)
LLI
J
N
a
W
Im
elV
AIL
COMCAST
sEFNco
COMMUNIG1Ti0N5
SCA��• I"=9fi'
0 4-' 96'
5 OF 5