ENC2024-0089ta 0 � da ra
� ( Al 11 0K\J 1 !
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other
like public works improvements in connection with MINOR IMPROVEMENTS and/or APPROVED SUBDIVISIONS.
DATE: 8/22/2024
LOCATION AND CONSTRUCTION: CALLE HIDALGO FROM EISENHOWER DR TO AVENIDA BERMUDAS
PURPOSE OF CONSTRUCTION: REPLACE --1,545' OF 3 66' OF 4",' 845 OF 2" GAS MAIN & (20) SERVICE LINES. (1)
2,498' X 2', (12) 5' X 5'. (25) 4' X 2'. (45) 2' X 2', ALL ASPHALT CUTS.
DESCRIPTION OF CONSTRUCTION: SO CAL GAS COMPANY 2043045562: REPLACE GAS MAIN AND SERVICE LINES:
ASPHALT CUTS
APROXIMATE TIME WHEN WORK WILL BEGIN: 9/16/2024 DATE OF COMPLETION: 11/15/2024
COMMENTS:
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against
any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to
persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to
this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-
7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30
P.M. at least twenty-four (24) hours prior to the anticipated inspection.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of
the City of La Quinta and to pay for any additional replacement necessary as the result of this work.
Southern California Gas Company Cynthia
Cortez
Name of Applicant
Southern California Gas Company Cynthia
Cortez
1981 W Lugonia Ave Redlands, CA
92374
Business Address
1981 W Lugonia Ave Redlands, CA
92374
Name of Contractor Business Address
Contractor's License No.
SELF INSURED
Applicant's Insurance Company
FEES
Total:
(213) 231-3233
Telephone No.
(213) 231-3233
Telephone No.
N/A
City Business License No.
SELF INSURED
Policy Number
PERMIT NO: ENC2024-0089
DATE ISSUED: 9/5/2024
EXPIRATION DATE: 9/5/2025
BY: Amy Yu
If the work is covered by a Subdivision Improvement
Agreement, Subdivider shall request final acceptance of
improvements from the City Council.
9/5/2024 1:31:19 PM
EXCAVATION FOR PERMIT
CITY O F
LA QUINT,
COUN1TY Ca F
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TOTAL EK AVATION CUTS FOR PERMIT
❑
557C
SQUARE FEET
T
Mh[H: 1■1■1=1
WL71-6'OF2"P_M
yyL g A - 3' OF 2" PDM 54154-094 (05-94)
(GAS ONLY) OPEN TRENCH
ASPHALT - PUBLIC PROPERTY
WL 6
1- 2" ELEC CPLG
1-2"PE CAP
1&R 2" PE CAP
51223-085
2" 06-66
77750
ry
(12' CURB) �1
TIED5415 4
(D
(12' CURB)
W
51555
iO
LLI
�Icn
vw
WL1
WL 5
1- 4" x 2" BRANCH NC
SADDLE
1- 2" PE CPLG
I-EM
51371
31
51 53
M
N
WL 15 I- 249' OF 2" P_M
WL 16 A - 221' OF 1" STEEL 51223-085 (06-66)
A - 19' OF 1" STEEL 31229-657 (02-79)
(GAS ONLY) OPEN TRENCH
ASPHALT - PUBLIC PROPERTY
WL 13
1- 3" x 2" BRANCHING
SADDLE
1- 2" PE CPLG
-EM
�15'
u
00
Z)
U
N
N
W
Z_
1-
Q
W
co
15
51489
Q
o �
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�0\26' NI 77780
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2•3' v 54154-094
W
\ 3:05-94
Q
1 co Er)
(12' CURB)
ED r
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2" PD - �
o j
N NNILL
cfl
Q
c,i 3'0
_ \ ALLE HIDALGO
21'
24' \� 51510
Z)
1 M U 4154-094
2 05-94
w
1-4"X4"PCBO
1 - 4" WELD TEE
1 - (3) 4" WELD CAP
1 - 4" TRANS FTG
1 - 4" ELEC CPLG
1 - 4" PE ELL
1-5#ANODE
(ON LOCATE WIRE)
1-EM
1- 17# ANODE
WL -2-
1- 4" ELEC CPLG
I - (2) 4" PE ELLS
1-4"PE CAP
1 - 4" FULL
CIRCLE CLAMP
I&R 4" PE CAP
WL3 1-47'OF4"P
M
WL 4 A - 17' OF 4" STEEL
51223-085 (06-66)
A - 22' OF 4" PEM
60386 (01-81)
A - 2' OF 2" STEEL 54154-094 (05-94)
(GAS ONLY) OPEN TRENCH - ASPHALT
- PUBLIC PROPERTY
ISOLATION AREA AFFECTED
YES ❑ NO
PRESSURE DISTRICT AFFECTED
YES ❑ NOV
BUSINESS DISTRICT AFFECTED
YES ❑ NOV
SUPPLY LINE AFFECTED
YES ❑ NOV
REGULATOR STATION AFFECTED
YES ❑ NOV
VALVE(S) REQUIRED
YES❑ NOV
51z;24f,
REVIEWED BY:
C. P. REVIEWED BY:
1-2"PE CAP
1-EM
1 - 5 # ANODE
(ON LOCATE WIRE)
WL 51
I-3"PE ELL
I-EM
WL52 1-271'OF3"P_M
WL 53 A - 245' OF 3" STEEL 51223-085 (06-66)
A - 18' OF 2" STEEL 51223-085 (06-66)
(GAS ONLY) OPEN TRENCH
ASPHALT - PUBLIC PROPERTY
WL34 1-268'OF2"P M
WL 24 WL 35 A - 193' OF 1" STEEL 51223-085 (06-66)
- 81' OF 2" P_M A - 72' OF 2" PAM 31242-374 (11-82)
WL 25 A - 45' OF 2" PAM 31248-270 (05-78) (GAS ONLY) OPEN TRENCH
(GAS ONLY) OPEN TRENCH WL 32 ASPHALT - PUBLIC PROPERTY WL 33
ASPHALT -PUBLIC PROPERTY 1- 2" PE CAP
1- 3" x 2" BRANCHING I - EM
SADDLE 1- 5 # ANODE
I - 2" PE CPLG (ON LOCATE WIRE)
I -EM
CONSTRUCTION APPROVAL
BY: DATE:
- 2" X 2" PCBO
1 - 2" WELD TEE
1- (3) 2" WELD CAP
1-3"X2"WELD
REDUCER
I - 3" TRANS FTG
I-3"PE ELL
- 3" ELEC CPLG
1- 5 # ANODE N
(ON LOCATE WIRE)
-EM
1- 17# ANODE 1 " = 50'
PLANNING & SKETCHING
PLANNED BASE
BY: B. RUESCH DATE: 7/30/24 BY: H. RIOS
CONSTRUCTION COMPLETION
BY: DATE: BY:
PIPE PRESSURE TEST
MEDIUM GAS STD HIGH El GAS STD
#184.0150 #182.0170
LOCATION " A TO LOCATION , N "
TEST PRESSURE:
MINIMUM: 100 PSIG / MAXIMUM: 140 PSIG
PLANNED INFORMATION ABOVE THIS LINE
ACTUAL FIELD INFORMATION BELOW THIS LINE
PRESSURE GAUGE SERIALM
ACTUAL MINIMUM TEST PRESSURE: PSIG
TEST MEDIUM:
AIR ❑ NITROGEN: ❑ OTHER:
DURATION: HRS. AND/OR MIN.
SIGN: DATE:
PRINT NAME:
PRINT TITLE:
WL591-2'OF2"P_M
A - 5' OF 2" PEM 31242-320 (06-82)
(GAS ONLY) OPEN TRENCH
ASPHALT - PRIVATE PROPERTY
1- 3" x 2" BRANCHINGSADDLE I - 2" ELEC CPLG
1-2"PE CPLG 1-2"PE CAP
MINIMUM 1" PE I - EM I&R 2" PE CAP
BYPASS W
375N6• 60' 15 �10 1-73'OF2"P M51380 51405 T 1223-085
- 3" x 2" BRANCHING WL 44 A - 33' OF 2" STEEL 51223-085 (06-66) � 41 MSADDLE 51390 (GAS ONLY) OPEN TRENCH- 2" PE CPLG WL 23 ASPHALT -PUBLIC PROPERTY NM 17, i0 51'I2.
�10 1-EM 1-2"PE ELLU_ 1- 2" PE CAP
c.cr` I - 3" FULL 1- 3" x 2" BRANCHING I - 2" X 2" PCBO
c\j51400 CIRCLE CLAMP 5141 SADDLE I - 2" WELD TEE
- EM 51410 1- 2" PE CPLG 1- (3) 2" WELD CAP
❑M I&R 2" PE CAP I - EMI - 2" TRANS FTG1- 5 # ANODEI - 2" PE ELL(ON LOCATE WIRE) 51383m aJ 5 I-EM I-EM U 86'MINIMUM 1" PE 5143 1 - 17# ANODE ��51420BYPASS � �I N 51430
1- 2" PE ELL N �I W N �M
-EMO0n❑M no n O5146 �15' � � 51450
W Q 51460 51453 m > 20'
10r�Z60' 6060' 77828 15 0_ Q N -<oJ 77980 17'� mm 0 60' p 60' v p ef
10 7783 D M p c U 51484 5148 z 10 W77960 nW N 12 NI o > LO 51480 15, - N o LO0lIn I Ioc O0 o n Q co 12' CURB N (12' CURB)(12' CURB) �, (12' CURB) N 11, y (— ) 2 Icy
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C&I
SHEET 1 OF 1
DATE: 7/30/24
CURRENT OWNER & DATE
DATE:
hrios 07/30/2024
PRE CONSTRUCTION MEETING:
(REQUIRED WITH A GAS COMPANY REPRESENTATIVE)YES NOLOCATION
INFORMATION
THOMAS GUIDE PAGE # 849-F7
TRACT # N/A
CITY OF: LA QUINTA
COUNTY OF: RIVERSIDE
REGION NAME: SOUTHEAST
DISTRICT NAME: PALM DESERT
ATLAS SHEET S / LEAK SURVEY AREA S :
IND 102
AFFECTED FACILITIES
PRESSURE DISTRICT/ ZONE# 41084
DIST. PRESS. / MAOP: 60 SET / MOP: 55
CLASS LOCATION ❑ 1 ❑ 2
3 ❑ 4
ISO MAP# 41230
LINE CLASS # N/A DEV? YES ❑ NONfSUPPLY
LINE # N/A
SUPPLY LINE PRESS. N/A
S.M.Y.S. 20% OR OVER YES❑ NOREG.
STATION ID # RS#
PCB - MEGARULE
N/A PCB FREE AREA M" HOT SPOT ❑ HOT DISTRICTANNUAL
/ BUSINESS LEAK SURVEY AREA:
(POST LIMITS ON SKETCH IF APPLICABLE) YES ❑ NO
OzCATHODICALLY
PROTECTED: YES ❑ NO
z
z
CPAREA# UNPROTECTED& PLASTIC
aDATE:
PHONE#
BRIDGE OR SPAN INVOLVED: YES ❑ NO
WILL ANY PIPE BE LEFT EXPOSED: YES ❑ NO
(IF YES ROUTE AS -BUILT COPY TO SP SUPERVISOR)
ENVIRONMENTAL CLEARANCE REQUIRED:
YES ❑ NOISSUED
BY: DATE:
STORM WATER: BMPS ONLY V SCGSWPPP ❑APPLICANT
SWPPP ❑
SPECIAL ENVIRONMENTAL CONSIDERATIONS:
YES ❑ NOV
(IF YES SEE REGION ENVIRONMENTAL ADVISOR)
MISCELLANEOUS PLANNING
STAKED: ❑ STAKING REQUIRED: YES ❑ NOVALVES
REQUIRED: YES ❑ NOPIPELINE
MARKERS REQUIRED: YES ❑ NOV
(IF YES DISPLAY LOCATION)
JOINT TRENCH: YES ❑ NO
PERMITTING
PERMIT #
ISSUED BY:
PERMIT #
ISSUED BY:
REVIEWED:
PRINT NAME:
DATE:
REGION ENG.
TSSLPA
wCP
z
M & R SUP.n��
PA/FPA
//O
U2aG /�G
8/9/24
ZAREA
MGR.
U)
RPPM
z
O
FOS/FSUREVIEWED:
PRINT NAME:
DATE:
LSPS1
Z)
MA
C I co m DISTRICT
INSPECTOR (12CURB) ABANDON PIPELINE SAMPLING REQUIRED
(12' CURB) (12' CURB) PER GAS SDARD 104.0042(12' CURB) 'I (12' CURB) NI( ) YES ❑ NO❑mc m Q
� T BY: DATE:
M 0° p �� M 10' 51 MINIMUM 1" PE 535 U 1510 p _0 51505 95 U iv 51510 u o z) Z 51518 51501 iv BYPASS U 60' NI
D 20' iv (CHANGE LABOR TO MWO# 99300.000)
a' u U m o 8'� a
I60N 51525> NZ25■ LU..15' oMINIMUM 1 PE
WL 9
1- 4" PE TEE
I - 4" X 3" REDUCER
I-EM
WL 21 I - 3" PE ELL
I -EM
WL 17
I-3"PE TEE
-EM
1 - 3" ELEC CPLG WL 18
1 - 3" PE ELL
1-3"PE CAP
1 - 3" FULL CIRCLE CLAMP
WL19 1-77.OFWP M
WL 20 A - 75' OF 3" PAM 31248-122 (02-78)
(GAS ONLY) OPEN TRENCH
ASPHALT - PUBLIC PROPERTY
CP NOTE: ADD NO NEW STEEL PIPE OR CASING
1- 3" x 2" BRANCHING
SADDLE
I - 2" PE CPLG
I-EM
BYPASS
WL 28
1- 2" PE ELL
1-2"PE CAP
1 - 2" FULL
CIRCLE CLAMP
1-EM
1&R 2" PE CAP
WL29 1-77'OF2"P M
WL 30 A - 75' OF 2" PAM 41249-497 (09-86)
(GAS ONLY) OPEN TRENCH
ASPHALT - PUBLIC PROPERTY
1-1,285'OF3"P_M
WL11 I-4'OF4"P_M
f2fl A - 1,285' OF 3" STEEL 51223-085 (06-66)
A - 10' OF 3" STEEL 54154-094 (05-94)
(GAS ONLY) OPEN TRENCH
ASPHALT - PUBLIC PROPERTY
WL 40
1-2"PE ELL
I -EM
WL 36
1- 3" x 2" BRANCHING
SADDLE
1- 2" PE CPLG
I-EM
MINIMUM 1" PE
BYPASS
I - 2" PE ELL
I-2"PE CAP
1 - 3" FULL
CIRCLE CLAMP
I-EM
I&R 2" PE CAP
WL38 I-77'OF2"P M
WL 39 A - 75' OF 2" PAM 31247-783 (02-87)
(GAS ONLY) OPEN TRENCH
ASPHALT - PUBLIC PROPERTY
Q'
N --0
CROSSING SEWER LATERALS: YES ElNO ❑
1503 W
NUMBER OF LATERALS CLEARED:
LU U 00
WL 46 WL 47 c01 Q
METHOD(S) USED TO VERIFY LOCATION(S):
1- 2" ELEC CPLG 1- 3" x 2" BRANCHING p 00
OPEN TRENCH ❑ CAMERA ❑ POTHOLE ❑
- 2" PE CAP SADDLE ❑M Z
EXPOSED BY EXCAVATION ❑ (GAS STD #184.0170)
I&R 2" PE CAP 1- 2" PE CPLG W
N
OTHER El METHOD:
- EM
IF A POSITIVE LOCATION COULD NOT BE
W
DETERMINED INDICATE THE ADDRESS/LOCATION
H WL 54
AND REASON WHY ON THIS SKETCH.
LCT: DATE:
- 2" X 2" PCBO
FOS / FS: DATE:
WL 48 I - 6' OF 2" P M 1- 2" WELD TEE
z
O
DESIGN CHANGES
A - 6' OF 2" PDM 58449-087 (02-90) 1- (3) 2" WELD CAP
v
WL 49 (GAS ONLY) OPEN TRENCH I - 3" X 2" WELD
WERE CHANGES MADE TO THE
YES ❑ NO ❑
ASPHALT - PUBLIC PROPERTY REDUCER
DESIGNED PIPE OR COMPONENT:
- 3" TRANS FTG
(IF YES TECHNICAL SERVICES APPROVAL IS REQUIRED)
z
- 3" ELEC CPLG
REGION ENG: DATE:
U
- 5 # ANODE
UPDATED TO RER #
(ON LOCATE WIRE)
TSS: DATE:
I-EM
LPA / PA / FPA: DATE:
1- 17# ANODE
BACKFILL TYPE
USED MECHANICAL COMPACTION: YES ❑ NO ❑
GAS HANDLING
WL 55 1. 54' OF 3" P M
REVIEWED AND PERFORMED AS
El
ElWL
56 A - 50' OF 2" STEEL 51223-085 (06-66)
PLANNED PER GAS STD #184.06 YES NO
(GAS ONLY) OPEN TRENCH
(IF NO PLEASE PROVIDE EXPLANATION ON SKETCH)
ASPHALT -PUBLIC PROPERTY
SIGN: DATE:
PRINT NAME / TITLE:
PERMIT SKETCH
REVIEWED
By Steve Bannister at 1:47 pm, Jul 30, 2024
CREW FOREMAN:
COMPANY:
PLANNED AS -BUILT TOTAL FEET TOTAL FEET DATE
WL 10
MOVED
DATE OF
DATE MOVED
32■■ INSTALLED: RETIRED:
- 3" PE TEE INSTALL MAIN WITH AT LEAST: INSTALLED MAIN WITH
ON JOB:
OPERATION:
OFF JOB:
I-EM COVER BELOW: GUTTER FLOW AT LEAST: COVER
"RIL JL WBS # S-CDIMP.WBS WORK CENTER # CGD_PMD PLAN FILE # N
LO
LO
NBMS # N/A PARCEL/CASE # 24-228044 RER # 24-3060 r
W o
S' N
O o
mwwh bek MsocalGas_ r
li$ilbefol�yopolg ORDER OP.# CAD FILE: 002043045562.dwg w
TICKET # NOTIFICATION # 002043045562 TAX # y Z
NAME:
DREAMS # 227615
R/W # N/A
WO#
71190385
DESIGN #
DESIGN
California Temporary Traffic Control Handbook
California Temporary Traffic Control Handbook (CATTCH) - QUICK REFERENCE TABLE
Minimum Taper length 1 Minimum # of Channelizer Devices (Canes, Tubular Markers, etc.)
Maximum
WIDTH OF LANE OFFSET IN FEET
channeiizer
MPH
ShiftFramNormalLaneWidthDueToWorkZone
Spacing {FT.}
5
6
7
a
9
10
11
12
13
14
1 15
16
17
18
2D
20
33
4D
47
53
60
67
73
80
87
93
10D
1D7
113
12D
3
3
4
4
4
5
5
5
6
6
6
7
7
7
25
25
52
63
73
83
94
104
115
125
135
146
156
167
177
188
__
a
4
4
4
5
5
6
6
6
7
7
8
8
9
9
=
C7
3D
30
75
90
105
120
135
150
165
180
195
21D
225
240
255
27D
o
4
4
5
5
6
6
7
7
8
8
9
9
1G
1G
s
N
=
3
35
35
102
123
143
163
184
204
225
245
265
286
306
327
347
368
d
s°
4
5
6
6
7
7
8
8
9
10
10
11
11
12
2
4D
40
133
160
187
213
240
267
293
320
347
373
40D
427
453
48D
p
J
5
5
6
7
7
8
9
9
10
11
11
12
13
13
45
45
225
27G
315
360
405
450
495
540
585
63D
675
720
765
810
A
=
6
7
8
9
10
11
12
13
14
15
16
17
18
19
_
5D
50
250
3011
350
400
450
5D0
550
6G0
650
70D
75D
8G0
85D
g00
=
c
6
7
8
9
1G
11
12
13
14
15
16
17
18
19
[]
55
55
275
33G
385
440
495
55G
605
66G
715
770
825
88G
935
990
o
E
6
7
8
9
10
11
12
13
14
15
16
17
18
19
E
6D
60
300
360
420
480
540
600
660
720
780
84D
900
960
1020
108G
6
7
8
9
10
11
12
13
14
15
16
17
18
19_
65
65
325
39G
455
520
585
65G
715
780
845
91D
975
1G4G
1105
117G
c
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Temporary Traffic Control Elements f 4ZoneA:
1. Advance Warning Area -Traffic is informed of what to expect.
2. Transition Area - Where traffic is diverted out of it's normal path (See above chart)
3. Activity Area is where work takes place - Work Space/Traffic SpaceJBuffer Space
4. Termination Area- Where traffic is returned to normal driving path_
Table A: ADVANCE WARNING SIGN SPACING
Road Type
Distance Between Signs (ft)
A
13
C
Urban -25 mph or less
100
100
100
Urban - 3D mph to 40 mph
250
250
250
Urban - more than 4G mph
350
350
350
Rural
500
500
50D
Expressway/Freeway
1000
1500
2640
TTC Sign Recommendations:
45 mph or greater = 48" Sign
40 mph or less = 36" Sign
Table C: FOR LENGTHS NOT SHOWN ABOVE
L= (WxS z)160 for 40 mph or less
L = WxS for 45 mph or more
L = Minimum Length of Taper (feet)
W = Width of Offset (feet)
S = Speed Limit (mph)
Table B: Taper Length Criteria for Temporary Traffic Control Zones
Type of Tapers:
Taper Lengths:
1_ Merging Taper
L Minimum
2_ Shifting Taper
112 L Minimum
3_ ShoulderTaper
113 LMinimum
4_ One -Lane, Two -Way Traffic Taper
5 G-ft M in/1 GG-ft Max
5. Downstream Taper
50-ft M in/1 GG-ft M ax per lane
33
0
N
CD
U
U
0
Lf
CURB OR E.P. w 0-1 Cl (A) Wll-1%W16-1
48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
50' MIN.
10' MIN. 10' MIN. i
F R4-8a
G20-2
B A SHIFTING TAPER L/2
r SEE TABLE A T SEE TABLE A SEE TABLE B ' T
G20-2
(OPTIONAL)
LEGEND
1=1 TYPE III BARRICADE W/SIGN
1-1 TYPE III BARRICADE W/O SIGN
>=C TYPE II BARRICADE W/SIGN
)--C TYPE II BARRICADE W/O SIGN
CHANNELIZING DEVICE — SEE TABLE F FOR SPACING
TRAFFIC CONE WITH CLIP ON SIGN
T SIGN END NARROW
ROAD WORK LANE
O SIGNALIZED INTERSECTION
G20-2
[FAS] ARROW PANEL (FLASHING ARROW) C12(CA)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
KEEP ROAD
TANS TOW AWAY NO STOPPING --- TO --- (SHOW HOURS) � WORK
TANSAT TOW AWAY NO STOPPING ANY TIME LEFT AHEAD
WORK ZONE (ACTIVITY AREA) LIMITS R4-8a
W20-1
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
OROADWAY DESIGNATION
SHARE
THE
ROAD
W11-1 /W16-1
INSTALL ILMP. NU PAKKINU STUNS
48-72 HRS PRIOR TO COMMENCING WORK
Q (IF REQUIRED)
Ui
m 50' MIN.
,w DOWNSTREAM
"' TAPER A
-w- 50' MIN. / SEE TABLE A
0-1 100' MAX.
INDICATE NORTH WITH A "N"
AND AN ARROW POINT
NOT TO SCALE
DATES OF TEMPORARY NO PARKING ZONE
SHIFTING TAPER L/2 A B C
SEE TABLE B SEE TABLE A SEE TABLE A SEE TABLE A
50' MIN. 50' MIN.
48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
CURB OR E.P. INSTALL TEMP. NO PARKING SIGNS
G20 2 C12(CA) C12(CA) W20-1
R4-7a
R4-7a
Z y
o
G2o 2
W20-1 C12(CA) W1-31- OR CURB OR E.P.
I W1-4L
50' MIN. 48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
C B A SHIFTING TAPER L/2 BUFFER SPACE
SEE TABLE A SEE TABLE A SEE TABLE A SEE TABLE B 50' MIN. OR
TABLE D
LEGEND
1=1
TYPE III BARRICADE W/SIGN
I —I
TYPE III BARRICADE W/O SIGN
>=C
TYPE II BARRICADE W/SIGN
)--C
TYPE II BARRICADE W/O SIGN
CHANNELIZING DEVICE - SEE TABLE F FOR SPACING
-w
TRAFFIC CONE WITH CLIP ON SIGN
T
SIGN
OSIGNALIZED
INTERSECTION
[FAS] ARROW PANEL (FLASHING ARROW)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
TANS
TOW AWAY NO STOPPING --- TO --- (SHOW HOURS)
TANSAT
TOW AWAY NO STOPPING ANY TIME
WORK ZONE (ACTIVITY AREA) LIMITS
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
OROADWAY
DESIGNATION
END NARROW ROAD
ROAD WORK LANE WORK
AHEAD
G20-2
C12(CA) W20-1
50' MIN.
DOWNSTREAM
TAPER
50' MIN. /
100' MAX.
KEEP <:
RIGHT > < >
R4-7a W1-31- W1-41-
(USED FOR (USED FOR
30 MPH 35 MPH
OR LESS) OR MORE)
INDICATE NORTH WITH A "N"
AND AN ARROW POINT
NOT TO SCALE
10' MIN. FOR E.P.
12' MIN. FOR CURB
DATES OF TEMPORARY NO PARKING ZONE
0
N
CD
U
U
0
Lf
CURB OR E.P. w 0-1 Cl (A) Wll-1%W16-1
48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
50' MIN.
10' MIN. 10' MIN. i
F R4-8a
G20-2
B A SHIFTING TAPER L/2
r SEE TABLE A T SEE TABLE A SEE TABLE B ' T
G20-2
(OPTIONAL)
LEGEND
1=1 TYPE III BARRICADE W/SIGN
1-1 TYPE III BARRICADE W/O SIGN
>=C TYPE II BARRICADE W/SIGN
)--C TYPE II BARRICADE W/O SIGN
CHANNELIZING DEVICE — SEE TABLE F FOR SPACING
TRAFFIC CONE WITH CLIP ON SIGN
T SIGN END NARROW
ROAD WORK LANE
O SIGNALIZED INTERSECTION
G20-2
[FAS] ARROW PANEL (FLASHING ARROW) C12(CA)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
KEEP ROAD
TANS TOW AWAY NO STOPPING --- TO --- (SHOW HOURS) � WORK
TANSAT TOW AWAY NO STOPPING ANY TIME LEFT AHEAD
WORK ZONE (ACTIVITY AREA) LIMITS R4-8a
W20-1
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
OROADWAY DESIGNATION
SHARE
THE
ROAD
W11-1 /W16-1
INSTALL ILMP. NU PAKKINU STUNS
48-72 HRS PRIOR TO COMMENCING WORK
Q (IF REQUIRED)
Ui
m 50' MIN.
,w DOWNSTREAM
"' TAPER A
-w- 50' MIN. / SEE TABLE A
0-1 100' MAX.
INDICATE NORTH WITH A "N"
AND AN ARROW POINT
NOT TO SCALE
DATES OF TEMPORARY NO PARKING ZONE
SHIFTING TAPER L/2 A B C
SEE TABLE B SEE TABLE A SEE TABLE A SEE TABLE A
50' MIN. 50' MIN.
48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
CURB OR E.P. INSTALL TEMP. NO PARKING SIGNS
G20 2 C12(CA) C12(CA) W20-1
R4-7a
R4-7a
Z y
o
G2o 2
W20-1 C12(CA) W1-31- OR CURB OR E.P.
I W1-4L
50' MIN. 48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
C B A SHIFTING TAPER L/2 BUFFER SPACE
SEE TABLE A SEE TABLE A SEE TABLE A SEE TABLE B 50' MIN. OR
TABLE D
LEGEND
1=1
TYPE III BARRICADE W/SIGN
I —I
TYPE III BARRICADE W/O SIGN
>=C
TYPE II BARRICADE W/SIGN
)--C
TYPE II BARRICADE W/O SIGN
CHANNELIZING DEVICE - SEE TABLE F FOR SPACING
-w
TRAFFIC CONE WITH CLIP ON SIGN
T
SIGN
OSIGNALIZED
INTERSECTION
[FAS] ARROW PANEL (FLASHING ARROW)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
TANS
TOW AWAY NO STOPPING --- TO --- (SHOW HOURS)
TANSAT
TOW AWAY NO STOPPING ANY TIME
WORK ZONE (ACTIVITY AREA) LIMITS
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
OROADWAY
DESIGNATION
END NARROW ROAD
ROAD WORK LANE WORK
AHEAD
G20-2
C12(CA) W20-1
50' MIN.
DOWNSTREAM
TAPER
50' MIN. /
100' MAX.
KEEP <:
RIGHT > < >
R4-7a W1-31- W1-41-
(USED FOR (USED FOR
30 MPH 35 MPH
OR LESS) OR MORE)
INDICATE NORTH WITH A "N"
AND AN ARROW POINT
NOT TO SCALE
10' MIN. FOR E.P.
12' MIN. FOR CURB
DATES OF TEMPORARY NO PARKING ZONE
0
N
CD
U
U
0
Lf
CURB OR E.P. w 0-1 Cl (A) Wll-1%W16-1
48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
50' MIN.
10' MIN. 10' MIN. i
F R4-8a
G20-2
B A SHIFTING TAPER L/2
r SEE TABLE A T SEE TABLE A SEE TABLE B ' T
G20-2
(OPTIONAL)
LEGEND
1=1 TYPE III BARRICADE W/SIGN
1-1 TYPE III BARRICADE W/O SIGN
>=C TYPE II BARRICADE W/SIGN
)--C TYPE II BARRICADE W/O SIGN
CHANNELIZING DEVICE — SEE TABLE F FOR SPACING
TRAFFIC CONE WITH CLIP ON SIGN
T SIGN END NARROW
ROAD WORK LANE
O SIGNALIZED INTERSECTION
G20-2
[FAS] ARROW PANEL (FLASHING ARROW) C12(CA)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
KEEP ROAD
TANS TOW AWAY NO STOPPING --- TO --- (SHOW HOURS) � WORK
TANSAT TOW AWAY NO STOPPING ANY TIME LEFT AHEAD
WORK ZONE (ACTIVITY AREA) LIMITS R4-8a
W20-1
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
OROADWAY DESIGNATION
SHARE
THE
ROAD
W11-1 /W16-1
INSTALL ILMP. NU PAKKINU STUNS
48-72 HRS PRIOR TO COMMENCING WORK
Q (IF REQUIRED)
Ui
m 50' MIN.
,w DOWNSTREAM
"' TAPER A
-w- 50' MIN. / SEE TABLE A
0-1 100' MAX.
INDICATE NORTH WITH A "N"
AND AN ARROW POINT
NOT TO SCALE
DATES OF TEMPORARY NO PARKING ZONE
SHIFTING TAPER L/2 A B C
SEE TABLE B SEE TABLE A SEE TABLE A SEE TABLE A
50' MIN. 50' MIN.
48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
CURB OR E.P. INSTALL TEMP. NO PARKING SIGNS
G20 2 C12(CA) C12(CA) W20-1
R4-7a
R4-7a
Z y
o
G2o 2
W20-1 C12(CA) W1-31- OR CURB OR E.P.
I W1-4L
50' MIN. 48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
C B A SHIFTING TAPER L/2 BUFFER SPACE
SEE TABLE A SEE TABLE A SEE TABLE A SEE TABLE B 50' MIN. OR
TABLE D
LEGEND
1=1
TYPE III BARRICADE W/SIGN
I —I
TYPE III BARRICADE W/O SIGN
>=C
TYPE II BARRICADE W/SIGN
)--C
TYPE II BARRICADE W/O SIGN
CHANNELIZING DEVICE - SEE TABLE F FOR SPACING
-w
TRAFFIC CONE WITH CLIP ON SIGN
T
SIGN
OSIGNALIZED
INTERSECTION
[FAS] ARROW PANEL (FLASHING ARROW)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
TANS
TOW AWAY NO STOPPING --- TO --- (SHOW HOURS)
TANSAT
TOW AWAY NO STOPPING ANY TIME
WORK ZONE (ACTIVITY AREA) LIMITS
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
OROADWAY
DESIGNATION
END NARROW ROAD
ROAD WORK LANE WORK
AHEAD
G20-2
C12(CA) W20-1
50' MIN.
DOWNSTREAM
TAPER
50' MIN. /
100' MAX.
KEEP <:
RIGHT > < >
R4-7a W1-31- W1-41-
(USED FOR (USED FOR
30 MPH 35 MPH
OR LESS) OR MORE)
INDICATE NORTH WITH A "N"
AND AN ARROW POINT
NOT TO SCALE
10' MIN. FOR E.P.
12' MIN. FOR CURB
DATES OF TEMPORARY NO PARKING ZONE
0
N
CD
U
U
0
Lf
CURB OR E.P. w 0-1 Cl (A) Wll-1%W16-1
48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
50' MIN.
10' MIN. 10' MIN. i
F R4-8a
G20-2
B A SHIFTING TAPER L/2
r SEE TABLE A T SEE TABLE A SEE TABLE B ' T
G20-2
(OPTIONAL)
LEGEND
1=1 TYPE III BARRICADE W/SIGN
1-1 TYPE III BARRICADE W/O SIGN
>=C TYPE II BARRICADE W/SIGN
)--C TYPE II BARRICADE W/O SIGN
CHANNELIZING DEVICE — SEE TABLE F FOR SPACING
TRAFFIC CONE WITH CLIP ON SIGN
T SIGN END NARROW
ROAD WORK LANE
O SIGNALIZED INTERSECTION
G20-2
[FAS] ARROW PANEL (FLASHING ARROW) C12(CA)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
KEEP ROAD
TANS TOW AWAY NO STOPPING --- TO --- (SHOW HOURS) � WORK
TANSAT TOW AWAY NO STOPPING ANY TIME LEFT AHEAD
WORK ZONE (ACTIVITY AREA) LIMITS R4-8a
W20-1
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
OROADWAY DESIGNATION
SHARE
THE
ROAD
W11-1 /W16-1
INSTALL ILMP. NU PAKKINU STUNS
48-72 HRS PRIOR TO COMMENCING WORK
Q (IF REQUIRED)
Ui
m 50' MIN.
,w DOWNSTREAM
"' TAPER A
-w- 50' MIN. / SEE TABLE A
0-1 100' MAX.
INDICATE NORTH WITH A "N"
AND AN ARROW POINT
NOT TO SCALE
DATES OF TEMPORARY NO PARKING ZONE
SHIFTING TAPER L/2 A B C
SEE TABLE B SEE TABLE A SEE TABLE A SEE TABLE A
50' MIN. 50' MIN.
48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
CURB OR E.P. INSTALL TEMP. NO PARKING SIGNS
G20 2 C12(CA) C12(CA) W20-1
R4-7a
R4-7a
Z y
o
G2o 2
W20-1 C12(CA) W1-31- OR CURB OR E.P.
I W1-4L
50' MIN. 48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
C B A SHIFTING TAPER L/2 BUFFER SPACE
SEE TABLE A SEE TABLE A SEE TABLE A SEE TABLE B 50' MIN. OR
TABLE D
LEGEND
1=1
TYPE III BARRICADE W/SIGN
I —I
TYPE III BARRICADE W/O SIGN
>=C
TYPE II BARRICADE W/SIGN
)--C
TYPE II BARRICADE W/O SIGN
CHANNELIZING DEVICE - SEE TABLE F FOR SPACING
-w
TRAFFIC CONE WITH CLIP ON SIGN
T
SIGN
OSIGNALIZED
INTERSECTION
[FAS] ARROW PANEL (FLASHING ARROW)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
TANS
TOW AWAY NO STOPPING --- TO --- (SHOW HOURS)
TANSAT
TOW AWAY NO STOPPING ANY TIME
WORK ZONE (ACTIVITY AREA) LIMITS
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
OROADWAY
DESIGNATION
END NARROW ROAD
ROAD WORK LANE WORK
AHEAD
G20-2
C12(CA) W20-1
50' MIN.
DOWNSTREAM
TAPER
50' MIN. /
100' MAX.
KEEP <:
RIGHT > < >
R4-7a W1-31- W1-41-
(USED FOR (USED FOR
30 MPH 35 MPH
OR LESS) OR MORE)
INDICATE NORTH WITH A "N"
AND AN ARROW POINT
NOT TO SCALE
10' MIN. FOR E.P.
12' MIN. FOR CURB
DATES OF TEMPORARY NO PARKING ZONE
0
N
CD
U
U
0
Lf
CURB OR E.P. w 0-1 Cl (A) Wll-1%W16-1
48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
50' MIN.
10' MIN. 10' MIN. i
F R4-8a
G20-2
B A SHIFTING TAPER L/2
r SEE TABLE A T SEE TABLE A SEE TABLE B ' T
G20-2
(OPTIONAL)
LEGEND
1=1 TYPE III BARRICADE W/SIGN
1-1 TYPE III BARRICADE W/O SIGN
>=C TYPE II BARRICADE W/SIGN
)--C TYPE II BARRICADE W/O SIGN
CHANNELIZING DEVICE — SEE TABLE F FOR SPACING
TRAFFIC CONE WITH CLIP ON SIGN
T SIGN END NARROW
ROAD WORK LANE
O SIGNALIZED INTERSECTION
G20-2
[FAS] ARROW PANEL (FLASHING ARROW) C12(CA)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
KEEP ROAD
TANS TOW AWAY NO STOPPING --- TO --- (SHOW HOURS) � WORK
TANSAT TOW AWAY NO STOPPING ANY TIME LEFT AHEAD
WORK ZONE (ACTIVITY AREA) LIMITS R4-8a
W20-1
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
OROADWAY DESIGNATION
SHARE
THE
ROAD
W11-1 /W16-1
INSTALL ILMP. NU PAKKINU STUNS
48-72 HRS PRIOR TO COMMENCING WORK
Q (IF REQUIRED)
Ui
m 50' MIN.
,w DOWNSTREAM
"' TAPER A
-w- 50' MIN. / SEE TABLE A
0-1 100' MAX.
INDICATE NORTH WITH A "N"
AND AN ARROW POINT
NOT TO SCALE
DATES OF TEMPORARY NO PARKING ZONE
SHIFTING TAPER L/2 A B C
SEE TABLE B SEE TABLE A SEE TABLE A SEE TABLE A
50' MIN. 50' MIN.
48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
CURB OR E.P. INSTALL TEMP. NO PARKING SIGNS
G20 2 C12(CA) C12(CA) W20-1
R4-7a
R4-7a
Z y
o
G2o 2
W20-1 C12(CA) W1-31- OR CURB OR E.P.
I W1-4L
50' MIN. 48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
C B A SHIFTING TAPER L/2 BUFFER SPACE
SEE TABLE A SEE TABLE A SEE TABLE A SEE TABLE B 50' MIN. OR
TABLE D
LEGEND
1=1
TYPE III BARRICADE W/SIGN
I —I
TYPE III BARRICADE W/O SIGN
>=C
TYPE II BARRICADE W/SIGN
)--C
TYPE II BARRICADE W/O SIGN
CHANNELIZING DEVICE - SEE TABLE F FOR SPACING
-w
TRAFFIC CONE WITH CLIP ON SIGN
T
SIGN
OSIGNALIZED
INTERSECTION
[FAS] ARROW PANEL (FLASHING ARROW)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
TANS
TOW AWAY NO STOPPING --- TO --- (SHOW HOURS)
TANSAT
TOW AWAY NO STOPPING ANY TIME
WORK ZONE (ACTIVITY AREA) LIMITS
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
OROADWAY
DESIGNATION
END NARROW ROAD
ROAD WORK LANE WORK
AHEAD
G20-2
C12(CA) W20-1
50' MIN.
DOWNSTREAM
TAPER
50' MIN. /
100' MAX.
KEEP <:
RIGHT > < >
R4-7a W1-31- W1-41-
(USED FOR (USED FOR
30 MPH 35 MPH
OR LESS) OR MORE)
INDICATE NORTH WITH A "N"
AND AN ARROW POINT
NOT TO SCALE
10' MIN. FOR E.P.
12' MIN. FOR CURB
DATES OF TEMPORARY NO PARKING ZONE
0
N
CD
U
U
0
Lf
CURB OR E.P. w 0-1 Cl (A) Wll-1%W16-1
48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
50' MIN.
10' MIN. 10' MIN. i
F R4-8a
G20-2
B A SHIFTING TAPER L/2
r SEE TABLE A T SEE TABLE A SEE TABLE B ' T
G20-2
(OPTIONAL)
LEGEND
1=1 TYPE III BARRICADE W/SIGN
1-1 TYPE III BARRICADE W/O SIGN
>=C TYPE II BARRICADE W/SIGN
)--C TYPE II BARRICADE W/O SIGN
CHANNELIZING DEVICE — SEE TABLE F FOR SPACING
TRAFFIC CONE WITH CLIP ON SIGN
T SIGN END NARROW
ROAD WORK LANE
O SIGNALIZED INTERSECTION
G20-2
[FAS] ARROW PANEL (FLASHING ARROW) C12(CA)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
KEEP ROAD
TANS TOW AWAY NO STOPPING --- TO --- (SHOW HOURS) � WORK
TANSAT TOW AWAY NO STOPPING ANY TIME LEFT AHEAD
WORK ZONE (ACTIVITY AREA) LIMITS R4-8a
W20-1
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
OROADWAY DESIGNATION
SHARE
THE
ROAD
W11-1 /W16-1
INSTALL ILMP. NU PAKKINU STUNS
48-72 HRS PRIOR TO COMMENCING WORK
Q (IF REQUIRED)
Ui
m 50' MIN.
,w DOWNSTREAM
"' TAPER A
-w- 50' MIN. / SEE TABLE A
0-1 100' MAX.
INDICATE NORTH WITH A "N"
AND AN ARROW POINT
NOT TO SCALE
DATES OF TEMPORARY NO PARKING ZONE
SHIFTING TAPER L/2 A B C
SEE TABLE B SEE TABLE A SEE TABLE A SEE TABLE A
50' MIN. 50' MIN.
48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
CURB OR E.P. INSTALL TEMP. NO PARKING SIGNS
G20 2 C12(CA) C12(CA) W20-1
R4-7a
R4-7a
Z y
o
G2o 2
W20-1 C12(CA) W1-31- OR CURB OR E.P.
I W1-4L
50' MIN. 48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
C B A SHIFTING TAPER L/2 BUFFER SPACE
SEE TABLE A SEE TABLE A SEE TABLE A SEE TABLE B 50' MIN. OR
TABLE D
LEGEND
1=1
TYPE III BARRICADE W/SIGN
I —I
TYPE III BARRICADE W/O SIGN
>=C
TYPE II BARRICADE W/SIGN
)--C
TYPE II BARRICADE W/O SIGN
CHANNELIZING DEVICE - SEE TABLE F FOR SPACING
-w
TRAFFIC CONE WITH CLIP ON SIGN
T
SIGN
OSIGNALIZED
INTERSECTION
[FAS] ARROW PANEL (FLASHING ARROW)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
TANS
TOW AWAY NO STOPPING --- TO --- (SHOW HOURS)
TANSAT
TOW AWAY NO STOPPING ANY TIME
WORK ZONE (ACTIVITY AREA) LIMITS
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
OROADWAY
DESIGNATION
END NARROW ROAD
ROAD WORK LANE WORK
AHEAD
G20-2
C12(CA) W20-1
50' MIN.
DOWNSTREAM
TAPER
50' MIN. /
100' MAX.
KEEP <:
RIGHT > < >
R4-7a W1-31- W1-41-
(USED FOR (USED FOR
30 MPH 35 MPH
OR LESS) OR MORE)
INDICATE NORTH WITH A "N"
AND AN ARROW POINT
NOT TO SCALE
10' MIN. FOR E.P.
12' MIN. FOR CURB
DATES OF TEMPORARY NO PARKING ZONE
0
N
CD
U
U
0
Lf
CURB OR E.P. w 0-1 Cl (A) Wll-1%W16-1
48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
50' MIN.
10' MIN. 10' MIN. i
F R4-8a
G20-2
B A SHIFTING TAPER L/2
r SEE TABLE A T SEE TABLE A SEE TABLE B ' T
G20-2
(OPTIONAL)
LEGEND
1=1 TYPE III BARRICADE W/SIGN
1-1 TYPE III BARRICADE W/O SIGN
>=C TYPE II BARRICADE W/SIGN
)--C TYPE II BARRICADE W/O SIGN
CHANNELIZING DEVICE — SEE TABLE F FOR SPACING
TRAFFIC CONE WITH CLIP ON SIGN
T SIGN END NARROW
ROAD WORK LANE
O SIGNALIZED INTERSECTION
G20-2
[FAS] ARROW PANEL (FLASHING ARROW) C12(CA)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
KEEP ROAD
TANS TOW AWAY NO STOPPING --- TO --- (SHOW HOURS) � WORK
TANSAT TOW AWAY NO STOPPING ANY TIME LEFT AHEAD
WORK ZONE (ACTIVITY AREA) LIMITS R4-8a
W20-1
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
OROADWAY DESIGNATION
SHARE
THE
ROAD
W11-1 /W16-1
INSTALL ILMP. NU PAKKINU STUNS
48-72 HRS PRIOR TO COMMENCING WORK
Q (IF REQUIRED)
Ui
m 50' MIN.
,w DOWNSTREAM
"' TAPER A
-w- 50' MIN. / SEE TABLE A
0-1 100' MAX.
INDICATE NORTH WITH A "N"
AND AN ARROW POINT
NOT TO SCALE
DATES OF TEMPORARY NO PARKING ZONE
ROAD BIKE LANE IGHT LANE
WORK CLOSED CLOSED LJ `tCJ
AHEAD AHEAD AHEAD
W20-1 C20-BIKE C20-R sHARE
THE
ROAD,
I IN W11-1/W16-1P
W4-2R
V
CONSTRUCTION NOTES:
1. PLACE BIKE LANE CLOSED AHEAD SIGN (C20-BIKE) HALF
THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS.
2, BICYCLISTS SHALL NOT BE LED INTO DIRECT CONFLICTS
WITH MAINLINE TRAFFIC, WORK SITE VEHICLES, OR
EQUIPMENT MOVING THROUGH OR AROUND THE TTC ZONE.
Z) 611\G LMNr-
'20-1
W20-BIKE
C20-R
W4-2R
W11-1/
W16-1P
SHOULDER
C
B
A
TAPER L/3
MERGING TAPER L
JCL IADLL A JCL IADLL A JCC IHDLC A JCC IADLL D JCC IHDLC D
BIKE LANE CLOSURE SIGNAGE
(IF NECESSARY)
CONSTRUCTION NOTE:
ALL DRIVEWAYS TO REMAIN OPEN
(WHENEVER POSSIBLE) THROUGHOUT
TRAFFIC CONTROL ZONE
TAPER LENGTH
SEE TABLE B
CURB
Q
w
o'
0
SEE TABLE A—F FOR SIGN AND CHANNELIZER DEVICE SPACING AND TAPER LENGTH
SPEED
APPROACH
STREET
TAPER
LENGTH
SIGN
SPACING
CHANNELIZER
SPACING
SEE TABLE A—F FOR SIGN AND CHANNELIZER DEVICE SPACING AND TAPER LENGTH
SPEED
APPROACH
STREET
TAPER
LENGTH
SIGN
SPACING
CHANNELIZER
SPACING
ABBREVIATIONS:
MIN
= Minimum
LT
= Left
RT
= Right
LTP
= Lane Traffic Panel
TANSAT
= Tow Away, No
Stopping Anytime
TANS
= Tow Away, No
Stopping
RECOMMENDED
& SIGN
DELINEATOR/CONE
PLACEMENT
POSTED
MINIMUM TAPER LENGTH
MAXIMUM CHANNELIZER
MINIMUM
SIGN
SPEED
FOR
12-FT
LANE
SPACING
SPACING
LIMIT
MERGING
SHIFTING
SHOULDER
TAPER TANGENT
&VANCE BETWEEON SIGPNS)
20 MPH
80
FT.
40
FT.
27
FT.
20 FT.
40 FT.
100
FT.
25 MPH
125
FT.
63
FT.
42
FT.
25 FT.
50 FT.
100
FT.
30 MPH
180
FT.
90
FT.
60
FT.
30 FT.
60 FT.
250
FT.
35 MPH
245
FT.
123
FT.
82
FT.
35 FT.
70 FT.
250
FT.
40 MPH
320
FT.
160
FT.
107
FT.
40 FT.
80 FT.
250
FT.
* 45 MPH
540
FT.
270
FT.
180
FT.
45 FT.
90 FT.
350
FT.
* 50 MPH
600
FT.
300
FT.
200
FT.
50 FT.
100 FT.
350
FT.
* 55+MPH
660
FT.
330
FT.
220
FT.
50 FT.
100 FT.
PER TABLE 'A'
IR011*61
1. A Flashing Arrow sign shall be used for each lane closed, at merging taper.
*2. One lane closure sign (C20) shall be used on the approach to a lane closure.
Two signs (separated by a distance derived from table A) should be used with
speeds of 45 mph or greater. W20-5 signs may be used in place of C20 signs.
NOTE: This chart based on 12—foot wide lanes.
For lane widths greater than 12 feet,
use the following formulae:
Taper formula:
L = S x W for speeds of 45 mph or more.
Where:
2
L = WS for speeds of 40 mph or less.
60
L = Minimum length of taper.
S = Numerical value of posted speed limit
prior to work or 85 percentile speed.
W = Width of offset.
i.e.: 50 mph and 19' lane;
L = 50 x 19 = 950 feet
DATES OF TEMPORARY NO PARKING ZONE
WORKSITE TRAFFIC CONTROL PLAN
STANDARD DETAILS, ABBREVIATIONS
AND REFERENCE CHARTS
NONE
,0.49
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number ENC2024-0089
The followina shall always avvly:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an
"R" value of not less than ( ** N/A ") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch ('/4") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 '/2") of A.C. paving on (" N/A ") of class (" N/A ** )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
three inches (Y) of SC-800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La
Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO. ENC2024-0089
Southern California Gas Company (#2043045562) / Cuts to Replace Gas Mains and
Service Lines / Calle Hidalgo From Eisenhower Dr to Avenida Bermudas
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
3. The permittee may only work at night if approved by the City Manager. If approved by the city
manager, night work may be halted if the city receives complaints about the night work.
4. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will
be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial
Safety pursuant to 7-10.4.1.
5.
7.
Permittee shall slurry the following streets after the work is complete if any cuts and/or trenching are
performed to do the work: Avenida Martinez, Avenida Mendoza, Avenida Villa, and Avenida Navarro.
On Eisenhower Dr under this encroachment permit, permittee shall slurry Lane #1, bike lane, and
parking lane from median nose to turn pocket after the work is complete.
Southern California Gas Company (Cynthia Cortez), hereinafter referred to as "Permittee", shall be
responsible for providing continuous dust and erosion control.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097
before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection.
9. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arteri al
street (ie any 4 lane street) before 8:00 a.m.
Special Conditions Page 1 of 6
PERMIT NO. ENC2024-0089
Southern California Gas Company (#2043045562) / Cuts to Replace Gas Mains and
Service Lines / Calle Hidalgo From Eisenhower Dr to Avenida Bermudas
10. Trench plates are to be recessed and excavations shall be shored up.
11. The permittee shall not encroach upon private property without prior written approval (submit to the
Public Works Department, attention to the Associate Engineer) of the private landowner whom is being
encroached upon.
12. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the City Traffic Signal Maintenance Division at (760) 777-7070 if signal operation at the intersection is
to be altered in any way.
13. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of
a. Possible traffic delays
b. Time of construction
c. Alternate routes.
The message board shall be provided for the commuters 48 hours prior to the start of traffic delays,
and the entire message should be readable at the posted speed limit.
14. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private street
and for any damage to other City streets or facilities as a result of work performed under this permit.
15. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following:
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. Alternative Routes
16. The permittee shall place temporary no parking signs along the parking area affected by the
construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and
removed immediately after the construction completion date.
17. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at
residential streets, advance warning signs and traffic control shall be installed and maintained in
accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA
MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH).
On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or
prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control
Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH).
Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil
or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to
appropriately detour and barricade all construction sites.
Special Conditions Page 2 of 6
PERMIT NO. ENC2024-0089
Southern California Gas Company (#2043045562) / Cuts to Replace Gas Mains and
Service Lines / Calle Hidalgo From Eisenhower Dr to Avenida Bermudas
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall
be maintained at all times.
18. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
19. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be
performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the
City of La Quinta.
20. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe
random trench compaction testing performed by a city approved material testing firm. If the inspector's
phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or
the Associate Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall
determine the number and location of the test location/s. The above testing does not relieve the permittee's
responsibility for future repairs due to settlement at and near the locations of the work area. Materials
testing must be performed under direct supervision of a California Registered Civil Engineer.
21. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start
of construction, the name of the City approved contractor, who shall submit to the City the following
items:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number
22. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts
provided in Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be
kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted
work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name
the City as an additional insured.
23. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, a traffic control plan for review and approval prior to start of construction or
parking on the paved R/W.
24. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill
compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the
Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times
during backfill operations.
Special Conditions Page 3 of 6
PERMIT NO. ENC2024-0089
Southern California Gas Company (#2043045562) / Cuts to Replace Gas Mains and
Service Lines / Calle Hidalgo From Eisenhower Dr to Avenida Bermudas
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction.
The appropriate moisture content range shall be established at the onset of the project and ensured
prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill
is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift
that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of
trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than
three feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
25. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of the
City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that
which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight,
however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length,
open overnight at a point where construction will begin the next day, provided that this length of
trench is completely covered by steel plating.
Special Conditions Page 4 of 6
PERMIT NO. ENC2024-0089
Southern California Gas Company (#2043045562) / Cuts to Replace Gas Mains and
Service Lines / Calle Hidalgo From Eisenhower Dr to Avenida Bermudas
26. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be
replaced to its original condition.
27. Access and egress to all local properties shall be maintained at all times.
28. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges
shall be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or
crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the
Standard Specifications for Public Works Construction. The replaced pavement and base
material shall be compacted to 95% relative compaction and respectively tested, for each 300
linear feet of trench. Verify exact structural replacement section thicknesses with the City prior
to installation.
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base course lift and a City approved'/2" max medium finish course lift
for capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during
the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of
0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled
area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-
4000 asphalt concrete mix. The width of the cold milling area shall be as follows:
• For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut
removal lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal
lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be
left 0.10' low in anticipation of grinding and capping.
Special Conditions Page 5 of 6
PERMIT NO. ENC2024-0089
Southern California Gas Company (#2043045562) / Cuts to Replace Gas Mains and
Service Lines / Calle Hidalgo From Eisenhower Dr to Avenida Bermudas
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
29. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done
immediately after completing the operation.
30. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment.
31. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
32. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
33. If it is the intent of the permittee to cut the pavement and have it restored by a third parry, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions Page 6 of 6