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Permit oZp bZZ
CI'1Y OF CAMPBELL ROACHMENT PERMIT , it 1
DEPT.OF PUBLIC WORKS (for working within the public X-Ref.File
70 North First Street right-of-way) Application Date Z/`u
Campbell,CA 95008 Issued 1211i" /1'1 Application Expiration Date (,)(3(I S—
Ph. (408)866-2150 APN
Fx. (408)376-0958 L-
Permit Expiration Date I,214/ 15
APPLICATION-Application is hereby made for a Public Works Permit in accordance with Campbell Muiiip I Code,Section 11.04. (Application expires in six
(6) months if the permit is not issued. Application Fee is non-refundable.) CE
A. Work Addressor Tract No.: 1677 S.Bascom Ave.,Campbell !v k71..3
03?0
PU
Utility Trench Location: 1677 S.Bascom Ave.,Campbell b'�01�1/b ,�
rksq
aStratt�� '
B. Nature of Work: Expose Duct structure in Sidewalk to clear blockage;add ext'2+4 ion ring to SB 77-1153
C. Attach four(4)copies of an engineered plan showing the location and extent of the work,and four(4)copies of the preliminary Engineer's
Estimate of work. The plans shall show the relation of the proposed work to existing surface and underground improvements. When approved
by the City Engineer,said plan becomes a part of this permit.
D. All work shall conform to the City of Campbell Standard Specifications and Details for Public Works Construction;the General Permit Conditions
listed on the reverse side;and the Special Provisions for this permit,listed below. Failure to abide by these conditions and provisions may result
in job shutdown and/or forfeiture of Faithful Performance Sureties and cash deposits. (See General Permit Conditions 1 and 2.)
E. The Contractor must have this permit and approved plans at the site and must notify the Public Works Department at least two days before
starting work. Notice must be given to Public Works at least 24 hours before restarting any work.
Name of Applicant: Rusty Wackermann/ATT Telephone: 408 635-8887
Address: 870 McCarthy Blvd.,Milpitas CA 95035
E-Mail Address: aw3539@att.com 24-HOUR EMERGENCY PHONE NUMBER: 408 635-8887
Is this work being done by the property owners at their own residence? r YES r NO
The Applicant/Permittee hereby agrees by affixing their signature to this permit to hold the City of Campbell,its officers,agents,and employees free,safe
and harmless from any claim or demand for damages resulting from the work covered by this permit.
The Applicant/Permittee hereby acknowledges that they have read and understand both the front and back of this permit, and they will inform their
contractor(s) of the information. Applicant is advis that upon issuance of this permit, property owner, or property owner's successors, shall be
responsible for any and all damages arising out of th ndition of any private improvements in the public right-of-way.
Accepted: 12-
(Applican ermit ee) (sign) Date
(Contractor) (Print Name) Date
SPECIAL PROVISIONS:
1. Street shall not be open cut for underground installations. Minimum cuts may be allowed for connections or exploration holes. Such cuts may be
specifically approved by the Inspector prior to cutting.
2. Pavement may be cut for underground installations and must be restored in accordance with the Standard Details Trench Restoration Method
"A",unless otherwise approved by the Engineer.
3. Work to be staked by a licensed Land Surveyor or Civil Engineer and two(2)copies of the cut sheets sent to the Public Works Department
before starting work.
4. Per Section 4216 of the Government Code this permit is not valid for excavations until Underground Service Alert(USA)has been notified and
the inquiry identification number has been entered hereon. USA Phone: 1-800-227-2600. USA TICKET NO.
5. Prior to any work,the property owner shall execute an Agreement for Private Improvements in the Public Right-of-Way,which shall be recorded.
6. Public Notification Re uirements: —e;e'7. 0 U1 •
SEE PUBLIC WORKS FEE SCHEDULE FOR CURRENT FEES AMOUNT RECEIP O.
PERMIT APPLICATION FEE $ 3e)5
PLAN CHECK DEPOSIT $
SECURITY FOR FAITHFUL PERFORMANCE/LABOR&MATERIALS $
CONSTRUCTION CASH DEPOSIT $ ^
PLAN CHECK&INSPECTION FEE $ I ,7 O
EMERGENCY PERMIT FEE $
APPROVED FOR ISSUANCE 12/2t/i[1_r
For City Engineer Date
Permit Expires 12 Months After Date of Issuance
:RAL PERMIT CONDITIONS
1. A Construction Cash Deposit is required. Charges will be made against this deposit if there is an emergency call-out,overtime inspection or when City
ordered barricading is required. Any such costs in excess of the deposit will be billed to the Permittee.
2. A one-year maintenance period and surety are required. Such period will begin on date of written acceptance by the City.
3. Refund or the cash deposit balance and refund or cancellation of the Faithful Performance Surety will be initiated by the written acceptance of the work
by the City.
4. Submit project schedule 10(ten)days prior to proposed start of work.Special provisions may be required for work within City facilities and
downtown Campbell.
5. The Permittee must request in writing a final inspection and acceptance of the work upon completion. Acceptance by the City will be made in writing
to the Permittee.
6. Maintain safe pedestrian and vehicular crossings and free access to private driveways,bus stops,fire hydrants,and water valves.
7. A Construction Traffic Control Plan and a Construction Schedule are required for all lane closures,detours,and street closures. This plan must be
reviewed and approved prior to any lane closures.
8. A Construction Traffic Control Plan shall conform to the Caltrans Manual of Traffic Controls for Construction and Maintenance Work Zones,dated
1990,available at Caltrans. Traffic control equipment shall include Type II flashing arrow signs if required.
9. Replace as directed by the City Engineer any damaged or removed improvements in accordance with City Standards and Specifications at the sole
expense of the Permittee.
10. Sawcut for all PCC or AC removals. All PCC removals shall be to the nearest scoremark and shall be doweled to existing improvements.
11. Prior approval of inspector is required for any work done after normal working hours,on weekends or holidays and may require reimbursement of
inspection costs at the current overtime rate.
12. Adequate signing and barricading is required on the job site. Failure to provide such signing and barricading may result in the City's providing signing
and barricades and charging the cost(including all labor and materials)against the cash deposit.
13. Compaction testing of subgrade,base rock,and asphalt concrete by Permittee is required unless otherwise stated by the City Engineer.
14. The Contractor or Permittee will have a supervisory representative available for contact on the project at all times during construction. Contractor or
Permittee shall provide a phone number at which they can be contacted outside the hours of 8:00 a.m.to 4:00 p.m.
15. No storage of materials or equipment will be allowed near the edge of pavement,the traveled way,or within the shoulderline which would create a
hazardous condition to the public.
16. This permit shall not be construed as authorization for excavation and grading on private property adjacent to the work or any other work for which a
separate permit may be required,nor does it relieve the Permittee of any obligation to obtain any other permit required by law.
17. This permit does not release the Permittee from any liabilities contained in other agreements or contracts with the City and any other public agency.
18. This permit is not transferable. Work must be performed by the Permittee or his designated agent or contractor as specified thereon.
19. Call back(call out)due to emeregencies regarding this permit shall be at the current overtime rate with a three(3)hour minimum charge per
occurrence.
20. Pursuant to Chapter 14.02 of the Campbell Municipal Code,applicant shall not cause to be discharged any material into the municipal storm drain
system other than storm water. Applicant shall adhere to the BEST MANAGEMENT PRACTICES established by the Santa Clara Valley Urban Runoff
Pollution Prevention Program.
21. If the public interest requires a modification of,or a departure from the plans and specifications,the City shall have the authority to require or approve
any modification or departure and to specify the manner in which the same is to be made for City-owned or maintained facilities.
22. Permitttee must provide advance notification to all parties that may be affected by the permit activities. Notification shall be reviewed by the City prior
to distribution and include dates of work and a contact name and phone number.
Applicant shall be responsible for uring that all those providing services under the applicant are aware and understand all of the above conditions.
12'2 - / Cif
Applicant Date:
Contractor (Print Name) Date:
J:\FORMS\Templates\Encroachment Permits\Encroachment Permit STATIC form2.pdf
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i E ■ E E C1NSIRALL MTV LOCATE AT 811 72 HOURS PRIOR TO TRENCHING OR DIGGING.
EOP 2. THE EXISTENCE AND LOCATIONOF ANY UNDERGROUND UTIUTY PIPES OR
_
® STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A
CO SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS. SINCE THE ACTUAL LOCATION
AND NATURE
T T THAT SHOWN,THE ONTRAC OR IS REQUIRED TO VERIFY PRIOR TO EXCAVATION.
O7 3. FOR UNDERGROUND ACTIVITY: TEST AND VENTILATE MANHOLE/UTIUTY VAULT
M H 31 PRIOR TO ENTRY,PLACE WARNING DEVICES AND WORK AREA PROTECTION AS
REQUIRED,AND USE EYE AND HEAD SAFETY PROTECTION PER FEDERAL,STATE,AND
— — C/L — C/L — C/L - C/L LOCAL REGULATIONS
4. ALL EXCAVATION, TRENCHING,AND SHORING IS TO ADHERE TO THE CODE OF
- FEDERAL REGULATIONS(CFR)1926.650 SUBPART P.
PROP DIG UP AREA a. PROVIDE ALL PITS WITH 1'x1'SLOPE AT ONE END OF EXCAVATION FOR
^ TECHNICIAN INGRESS/EGRESS
N S I D E U A L K ,` • b. EXCAVATED SPOILS ARE TO BE NO LESS THAN 24"FROM EDGE OF PIT OR
V TRENCH.
c. BARRICADE ALL OPEN PITS AND TRENCHING FOR PUBLIC SAFETY. ALL
(' �i `�/ BARRICADES MUST BE EQUIPPED WITH FLASHING UGHTS FOR NIGHT VISIBILITY.
aG d. FOR PITS GREATER THAN 4'IN DEPTH,USE APPROPRIATE SHORING FOR WALL
\�. STABILITY.
5. TRENCH COVER IS TO BE 36'MINIMUM AND FREE OF ROCKS,DEBRIS,AND
MEDIANcikil
�� AMINIMUMDS. EOF 48C OF COVER IN UNDEVELOPED AREAH IS TO BE A MINIMUM OF 36-COVER
(ANY IN DEVELOPED
VARIANCE FROM THESE
A`\ STANDARDS WILL BE SPECIFIED ON THE PLANS).
�SP _'� 6. ALL ASPHALT/CONCRETE AND LANDSCAPING REMOVED,DISTURBED,OR
£�fJ/�' DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE RESTORED TO ORIGINAL
CONDITION OR BETTER.
� �� `O� 7. NORMAL/GUIDED-BORING METHOD RECOMMENDED WHEN BORING.
S BASCOV AVI-- `N B. ADHERE TO AIRTIGHT GUIDELINES UNLESS OTHERWISE NOTED.
X00`' 9. BOND BURIED/AERIAL FACILITIES AS REQUIRED BY JURISDICTIONAL AGENCY(S).
10. AERIAL FACIUTIES ARE TO BE TESTED PRIOR TO BEGINNING WORK PER STATE
/���) �('��� 5� „.
'ow AND LOCAL REGULARNS.
V ♦' 1�00 11. ALL WORK AREA PROTECTIONS FOR TRAFFIC CONTROL IS TO BE WITH
�% 00
� c1e �o APPROVED WARNING DEVICES AND PLACED PER STATE DEPARTMENT OF
�� `F `�9 TRANSPORTATION AND/OR PUBUC WORKS ENGINEERING DEPARTMENT STANDARDS AND
- C/L C/L �+ pF�� � C/L SPECIFICATIONS IF REQUIRED.A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO
`� t 4OTHE REQUESTING PERMITTING AGENCY. PRIOR TO BEGINNING WORK,PERMITTING
ot66�ObAGEN12. CIES MUST BE NOTIFIED 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES.
IX SUNG PEDESTRIAN CROSSWALKS AND WALKING SHALL BE MA VITA VIED
4. 4-‘,.., 4"- (,�,�yeAT ALL TIMES. AS NECESSARY,TEMPORARY PEDESTRIAN CROSSWALKS AND WALKING
ii o AREAS SHALL BE PROVIDED AND MAINTAINED PER STATE DEPARTMENT OF
TRANSPORTATION AND/OR PUBUC WORKS ENGINEERING DEPARTMENT STANDARDS AND
`` SPECIFICATIONS
\ 13. THE FOLLOWING FOOTAGES ARE ESTIMATES.FOOTAGES TO BE VERIFIED PRIOR
Q\3P TO CONSTRUCTION.
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CV 0 N o 0 0 1 667 S Bascom Ave > : 41."TO E HAMILTON AVE PERMIT AREA
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- CONSTRUCTION NOTES:
- C/L - C/L 1. CALL UT1UTY LOCATE AT 811 72 HOURS PRIOR TO TRENCHING OR DIGGING.
2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U11UTY PIPES OR
S 3 A S C 0 V A V E PROP DIG UP AREA STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A
SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS. SINCE THE ACTUAL LOCATION
AND NATURE OF THE UNDERGROUND FACIUTIES MAY BE SOMEWHAT DIFFERENT FROM
AROUND S3 77-'1153 THAT SHOWN, THE CONTRACTOR IS REQUIRED TO VERIFY PRIOR TO EXCAVATION.
3. FOR UNDERGROUND ACTIVITY: TEST AND VENTILATE MANHOLE/UTIUTY VAULT
PRIOR TO ENTRY, PLACE WARNING DEVICES AND WORK AREA PROTECTION AS
TO ADD NEW TOP REQUIRED, AND USE EYE AND HEAD SAFETY PROTECTION PER FEDERAL, STATE, AND
LOCAL REGULATIONS.
4. ALL EXCAVATION, TRENCHING, AND SHORING IS TO ADHERE TO THE CODE OF
EXTENSION FEDERAL REGULATIONS (CFR) 1926.650 SUBPART P.
a. PROVIDE ALL PITS WITH 1'x1' SLOPE AT ONE END OF EXCAVATION FOR
TECHNICIAN INGRESS/EGRESS.
b. EXCAVATED SPOILS ARE TO BE NO LESS THAN 24'FROM EDGE OF PIT OR
# . .., TRENCH.
-+ ,: R
, , ,,. ' ' .;" c. BARRICADE ALL OPEN PITS AND TRENCHING FOR PUBLIC SAFETY. ALL WITH NIGHT VISIBIUTY.
_ Sd.B FOR ES PITSUST BE GREATER THAN 4' FLASHINGR
4 IN DEPTH, APPROPRIATE SHORING FOR WALL
STABIUTY.
5. TRENCH COVER IS TO BE 36" MINIMUM AND FREE OF ROCKS, DEBRIS, AND
° CLODS. THE TRENCH IS TO BE A MINIMUM OF 36" COVER IN DEVELOPED AREAS AND
' A MINIMUM OF 48" OF COVER IN UNDEVELOPED AREAS(ANY VARIANCE FROM THESE
,., STANDARDS WILL BE SPECIFIED ON THE PLANS).
,,-
. 6. ALL ASPHALT/CONCRETE AND LANDSCAPING REMOVED, DISTURBED, OR
DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE RESTORED TO ORIGINAL
a' x r CONDITION OR BETTER.
_ ��
7. NORMAL/GUIDED-BORING METHOD RECOMMENDED WHEN BORING.
• 8. ADHERE TO AIRTIGHT GUIDEUNES UNLESS OTHERWISE NOTED.
r� - 9. BOND BURIED/AERIAL FACIUTIES AS REQUIRED BY JURISDICTIONAL AGENCY(S).
., -� * , 10. AERIAL FACILITIES ARE TO BE TESTED PRIOR TO BEGINNING WORK PER STATE
4Fir ` ''' .+ AND LOCAL REGULATIONS.
r r 11. ALL WORK AREA PROTECTIONS FOR TRAFFIC CONTROL IS TO BE WITH
b• • 1. APPROVED WARNING DEVICES AND PLACED PER STATE DEPARTMENT OF
'sue.. TRANSPORTATION AND/OR PUBUC WORKS ENGINEERING DEPARTMENT STANDARDS AND
�'' II lf'': SPECIFICATIONS. IF REQUIRED, A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO
THE REQUESTING PERMITTING AGENCY. PRIOR TO BEGINNING WORK, PERMITTING
AGENCIES MUST BE NOTIFIED 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES.
w, ? a' 12. EXISTING PEDESTRIAN CROSSWALKS AND WALKING AREAS SHALL BE MAINTAINED
AT ALL TIMES. AS NECESSARY, TEMPORARY PEDESTRIAN CROSSWALKS AND WALKING
AREAS SHALL BE PROVIDED AND MAINTAINED PER STATE DEPARTMENT Cf
TRANSPORTATION AND/OR PUBUC WORKS ENGINEERING DEPARTMENT STANDARDS AND
SPECIFICATIONS.
13. THE FOLLOWING FOOTAGES ARE ESTIMATES. FOOTAGES TO BE VERIFIED PRIOR
TO CONSTRUCTION.
PI- HV T PLA \ S8 TOP 0 \H X/� I- \ S RO/EST NO. . 9620546
7 :::--z--p -- 6 / / S BASCOV CAVD8FLL CA DWG: 1 OF 1
AVE ,
�. I Hariiftan Ave
Ilk GENERAL TRAFFIC CONTROL NOTES:
E Harrilto' Ave E rtamifto: Ave Cl 1. TRAFFIC CONTROL PLAN SHALL CONFORM TO THE MOST
Li CURRENT CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES AND STATES STANDARD PLANS.
2. NO LANE CLOSURES PERMITTED BEFORE 9: 30 AM AND
-; r,o„we of Bagels AFTER 3:30 PM.
"` cans r'°n"
Srt
tow 3. ALL AFFECTED RESIDENTS, BUSINESSES, AGENCIES, AND
�" " "'" SCHOOLS SHALL BE GIVEN 24 HOURS NOTICE PRIOR TO THE
Han
Y > START OF WORK AND THEIR ACCESS SHALL BE MAINTAINED AT
Teche»logeea ALL TIMES.
t 4. PLACE TEMPORARY STEEL PLATE OVER DRIVEWAYS WHEN
**scan F oats
Markel = NOT TRENCHING TO ALLOW EXITING AND ENTERING AT ALL TIMES.
►arttut is Saber • 5. ALL CONFLICTING SIGNS, STRIPING, OR PAVEMENT MARKINGS
SHALL BE COVERED OR REMOVED AND REPLACED WHEN WORK IS
t • meal Anrrww Hospital" COMPLETE.
G,„ 6. TRAFFIC DIRECTION THROUGH A SIGNALIZED INTERSECTION
' $Tars • SHALL BE CONDUCTED BY A CITY OF CAMPBELL UNIFORMED
et • WholeFQodstAarke+ - POLICE OFFICER OR A COMMUNITY SERVICES OFFICER ONLY.
v . Daycare tlosidelgt SHOULD WORK REQUIRE A SIGNAL TO BE OVERRIDDEN,
s' b„'ks ' ARRANGEMENTS SHALL BE MADE WITH THE CITY OF CAMPBELL
L•
SB 77153 ' POLICE SEPT AND TRANSPORTATION ENGINEERING DEPT AT LEAST
14 DAYS PRIOR TO START OF WORK.
...0. 7. AT&T OR IT'S CONTRACTORS ARE REQUIRED TO CALL CITY
gi "ate' "' 24 HOURS PRIOR TO CLOSURE.
o ® M H 31 Shop Centel
8. MAINTAIN 5' MIN. PEDESTRIAN WHERE SIDEWALK REMAINS
OPEN
1677 S Ave 9. MAINTAIN 10' MIN. TRAVEL LANE AT ALL TIMES.
t'''''—7"
Framing —
C ,lack in she Sox- r r a
�� Canrtbe&CA _ ,,,-
co
FP Dryers,Saran • hoax Dews f of Less fa
cis The Garret Q D`+
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CampiS�Way Of icektar r ,e lootek
Mara Shopping Center
'rrart Tide CZD ��'''
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Chip**Mexican Grit •r
WORKS TF TAHPLA \ '
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�0/EST \ 0. . 9620546
V 31 & SB / 7 - 153 CABFL CA DWG: 1 OF 3
WORK SITE PACIFIC HAND DAVE'S DOGGIE HAIRCHITECTS
1676 S BASCOM AVE CAR WASH INC DAYCARE SALON
1667 S BASCOM AVE 1665 S BASCOM AVE 1645 S BASCOM AVE
BUFFERI MERGING TAPER A I B I C
MH 31 SEE TABLE 2 SEE TABLE 2 SEE TABLE 1 SEE TABLE ) SEE TABLE 1
N
c4
i o WORK ZONE I I I o I o
c.) DWY DWYF _
3 3 3
DWY DWY DWY
SIDEWALK
SHOULDER
, •
• • • • ®
�•e • • _e____•_• • • • • • •
MEDIAN S B A S C O V AVE
SHOULDER
TABLE 1: RECOMMENDED ADVANCE WARNING SIGN SPACING TABLE 2: TAPER LENGTH FOR TEMPORARY TRAFFIC
CONTROL ZONES FOR 12FT OFFSET WIDTH
ROAD ROAD TYPE DISTANCE BETWEEN SIGNS
A B C SPEEDS MERGING SHIFTING TANGENT SHOULDER DOWN
LEGEND WORK URBAN < 25 MPH 700 FEET 100 FEET 700 FEET (MPH) (FEET) (FEET) (FEET) (FEET) (FEET)
M
20 80 40 40 27 50
URBAN 25 TO 40 MPH 250 FEET 250 FEET 250 FEET
AHEAD 25 125 63 63 42 50
E� DIRECTION OF TRAFFIC URBAN > 40 MPH 350 FEET 350 FEET 350 FEET
30 180 90 90 60 50
RURAL 500 FEET 500 FEET 500 FEET
35 245 123 123 82 50 4411
i SIGN EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET
40 320 160 160 107 50
W2D-1 W4-2
45 540 270 270 180 50
• CHANNELIZING DEVICE FORMULAS FOR DETERMINING TAPER LENGTH
50 600 300 300 200 50
FOR 40 MPH OR LESS L = Itir
�/ WORK ZONE FOR 45 MPH OR MORE L = WS
55 660 330 330 220 50
SPEED' WHERE: L = TAPER LENGTH IN FEET 60 720 360 360 240 50
P FLAGGER W = WIDTH OF OFFSET IN FEET 65 780 390 390 260 50
LIMIT RIGHT LAN S = POSTED SPEED LIMIT
® FLASHING ARROW PANEL END 70 840 420 420 280 50
^ CLOSED TAPER LENGTH CRITERIA FOR TRAFFIC CONTROL ZONES
® J TELCO MANHOLE l 5 AHEAD ROAD WORK TAPE OF TAPER TAPER LENGTH
MERGING TAPER AT LEAST L FEET
QS SIGNALIZED INTERSECTION G20-2 SHIFTING TAPER AT LEAST 0.5.L FEET
W20-5 SHOULDER TAPER AT IFACT 0.33•L FEET
ONE LANE. 2-WAY TRAFFIC 50 FEET MINIMUM, 100 MAX
DOWNSTREAM TAPER 50 FEET MINIMUM, 100 MAX WORKS T - TRAH H PLA \� � CO \ TR0L • 0/EST \ 0. . 9620546
V 3 /1 CAVD8ELCA DWG: 2 OF 3
9
WORK SITE PACIFIC HAND DAVE'S DOGGIE HAIRCHITECTS
1676 S BASCOM AVE SB 77-153 CAR WASH INC DAYCARE SALON
1667 S BASCOM AVE 1665 S BASCOM AVE 1645 S BASCOM AVE
I- BUFFER I MERGING TAPER I A I B I C i
SEE TABLE 2 SEE TABLE 2 SEE TABLE 1 SEE TABLE 1SEE TABLE 1
N LCI
N
-.o WORK ZONE �I o 0
F DWY DWY 3
�F SIDEWALK �F DwY ici DWY DWY 11
o
PLACE AT CROSSWALK SHOULDER PLACE AT CROSSWALK
•
OF CAMPISI WAY • ® OF E HAMILTON AVE
• • • •
IIII
-440111
MEDIAN S 3ASCOV AVE
SHOULDER
RIGHT LAN ROAD TABLE 1: RECOMMENDED ADVANCE WARNING SIGN SPACING TABLE 2: TAPER LENGTH FOR TEMPORARY TRAFFIC
CONTROL ZONES FOR 12FT OFFSET WIDTH
CLOSED WORK ■ DISTANCE BETWEEN SIGNS
■ ROAD TYPE SPEED MERGING SHIFTING TANGENT SHOULDER DOWN
LEGEND AHEAD A B C S L
AHEAD STREAM
(MPH) (F (FEET) (FEET) (FEET)
URBAN < 25 MPH 100 FEET 100 FEET 100 FEET
20 80 40 40 27 50
URBAN 25 TO 40 MPH 250 FEET 250 FEET 250 FEET 25 125 63 63 42 50
DIRECTION OF TRAFFIC W20-5 W20-1 W4-2 URBAN > 40 MPH 350 FEET 350 FEET 350 FEET 30 180 90 90 60 50
RURAL 500 FEET 500 FEET 500 FEET
35 245 123 123 82 50 .410
i SIGN EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET --
40 320 160 160 107 50
• CHAN N ELIZING DEVICE SIDEWALK CLOSED SIDEWALK FORMULAS FOR DETERMINING TAPER LENGTH 45 540 270 270 180 50
E 50 600 300 300 200 50
WORK ZONE CLOSED FOR 40 MPH OR LESS L - 55 660 330 330 220 50
�i//. FOR 45 MPH OR MORE L = WS
CROSS HERE R9-9 WHERE: L TAPER LENGTH IN FEET 60 720 360 360 240 50
r FLAGGER ' SPEED R9-11B W OFFSETFEET 65 760 390 390 260 50
LIMIT 70
= POSTED SPEED UHF
WIDTH OF IN
® FLASHING ARROW PANEL 70 840 420 420 280 50
END
SIDEWALK CLOSED TAPER LENGTH CRITERIA FOR TRAFFIC CONTROL ZONES
® TELCO MANHOLE 35 C T ROAD WORK TYPE OF TAPER TAPER LENGTH
MERGING TAPER AT LEAST L FEET
QS SIGNALIZED INTERSECTION CROSS HERE G20-2 SHIFTING TAPER AT LEAST 0.5•L FEET
R9-11A SHOULDER TAPER AT LEAST 0.334L FEET
ONE LANE. 2-WAY TRAFFIC 50 FEET MINIMUM, 100 MAX
DOWNSTREAM TAPER 50 FEET MINIMUM, 100 MAX
WORKS Tb THAPH �
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0/E . .ST NO 9620546
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SB / / - 153 , CAVDBFLLCA