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SHEET 19 SHEET 20
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INDEX
°C
20+00 N 20+00 N
(B&H PLAN)
DRAWING_ SHEET
1
TITLE SHEET
.
N0. 2997
0
SHEET
2
SHEET INDEX+ MAPv S. CALTRANS GENERAL NOTES
SHEET
3
GENERAL NOTES
SHEET
4
SOUTH HIGHLAND AVE.
W
TYPICAL STREET SECTIONS AND DETAILS
SHEET
5
SOUTH HIGHLAND AVE. & CITRUS AVE.
a
SOUTH HIGHLAND
TYPICAL STREET SECTIONS AND DETAILS
SHEET
6
SIERRA AVE.
PARKWAY
TYPICAL STREET SECTIONS AND DETAILS
SHEET
7
TYPICAL STREET DETAILS
SHEET
8
APWA STANDARD PLANS - SHEET 1
SHEET
9
APWA STANDARD PLANS - SHEET 2
1
SHEET
10
APWA STANDARD PLANS - SHEET 3
SHEET
11
APWA STANDARD PLANS - SHEET 4
SHEET
12
APWA STANDARD PLANS & CALTRANS
STANDARD PLANS - SHEET 5
2
SHEET
13
CALTRANS STANDARD PLANS - SHEET 6
SHEET
14
INTERSECTION DETAILS AT CITRUS AVE. & SIERRA
PROJECT LIMIT TO PROJECT LIMIT
AVE. /S. HIGHLAND AVE.
SHEET
15
STREET IMPROVEMENT PLAN. SOUTH HIGHLAND
AVE.
3
SIGNING AND STRIPING PLAN.
ALMERIA AVE. TO 110' EAST OF CATAWBA AVE.
AVE.
SHEET
16
STREET IMPROVEMENT PLAN. SOUTH HIGHLAND
AVE.
FROM STA 51 +00 TO STA 74+00
110' EAST OF CATAWBA AVE. TO 73' EAST OF TOKAY AVE.
SHEET
17
STREET IMPROVEMENT PLAN. SOUTH HIGHLAND
AVE.
4
SIGNING AND STRIPING PLAN,
FROM 73' EAST OF TOKAY AVE. TO 200' EAST OF CITRUS AVE.
AVE.
SHEET
18
STREET IMPROVEMENT PLAN, SOUTH HIGHLAND
AVE.
FROM STA 74+00 TO STA 87+00
FROM 200' EAST OF CITRUS AV. TO 293' WEST OF OLEANDER AVE.
SHEET
19
STREET IMPROVEMENT PLAN, SOUTH HIGHLAND
AVE.
5
SIGNING AND STRIPING PLAN,
FROM 293 WEST OF OLEANDER AVE. TO 607,EAST OF OLEANDER AVE.
AVE.
SHEET
20
STREET IMPROVEMENT PLAN* SOUTH HIGHLAND
AVE.
FROM STA 87+00 TO STA 99+95
FROM 607' EAST OF OLEANDER AVE. TO 187' EAST OF CYPRESS AVE.
SHEET
21
STREET IMPROVEMENT PLAN SOUTH HIGHLAND
AVE.
6
SIGNING AND STRIPING PLAN,
FROM 187' EAST OF CYPRESS AVE. TO 333' WEST OF JUNIPER AVE.
AVE.
SHEET
22
STREET IMPROVEMENT PLAN. SOUTH HIGHLAND
AVE.
FROM STA 99+95 TO PROJECT LIMITS
FROM 333' WEST OF `,JUNIPER AVE. TO 690' WEST OF SIERRA AVE.
SHEET
23
STREET IMPROVEMENT PLAN, SOUTH HIGHLAND
AVE.
7
SIGNING AND STRIPING PLAN,
FROM 690 WEST OF SIERRA AVE. TO 176,EAST OF SIERRA AVE.
SHEET
24
STREET IMPROVEMENT PLAN, SOUTH HIGHLAND
AVE.
FROM PROJECT LIMITS TO STA 17+50
FROM 176' EAST OF SIERRA AVE. TO 1047' EAST OF SIERRA AVE.
SHEET
25
STREETIMPROVEMENT PLAN. SOUTH HIGHLAND
AVE.
8
WORK ZONE TRAFFIC CONTROL
FROM 1047, EAST OF SIERRA AVE TO EAST LIMIT
SHEET
26
STREET IMPROVEMENT PLAN. CITRUS AVE.
STAGE 1 SOUTH HIGHLAND AVE. STA. 13+00
FROM 750 SOUTH OF S. HIGHLAND AVE. TO 1150' SOUTH OF *S. HIGHLAND AVE.
SHEET
27
STREET IMPROVEMENT PLAN. CITRUS AVE.
SEWER IMPROVEMENTS
SHEET
9
FROM 106' N. OF SOUTH HIGHLAND AVE. TO 750' S. OF SOUTH HIGHLAND AVE.
SHEET
28
STREETIMPROVEMENT PLAN. CITRUS AVE.
FROM 1100 SOUTH OF S. HIGHLAND AVE. TO 500 SOUTH OF S. HIGHLAND AVE.
FROM 106, N. OF SOUTH HIGHLAND TO NORTH LIMIT
STAGE 1 SOUTH HIGHLAND AVE. STA. 28+00
SHEET
29
STREET' IMPROVEMENT PLAN* SIERRA AVE.
3
SEWER IMPROVEMENTS
PARKWAY
SHEET
FROM STA. 82+10.44 TO STA. 88+00. (B & H PLAN)
WORK ZONE TRAFFIC CONTROL
SHEET
30
STREET IMPROVEMENT PLAN. SIERRA AVE.
SIERRA AVE. FROM WALNUT PARKWAY TO ±675' NORTH OF WALNUT
(B & H PLAN)
FROM STA. 88+00 TO STA. 90+64.55. (B & H PLAN)
STAGE 1 SOUTH HIGHLAND AVE. STA. 47+00
SHEET
31
STREET IMPROVEMENT PLAN. SIERRA AVE.
1
STORM DRAIN IMPROVEMENTS. CITRUS AVE.
SHEET
FROM 935' S. OF SOUTH HIGHLAND AVE. TO -750' S. OF SOUTH HIGHLAND AVE.
SHEET
32
STREET IMPROVEMENT PLAN. SIERRA AVE.
FROM ±650' SOUTH OF S. HIGHLAND AVE. TO S. HIGHLAND AVE.
FROM 750' S. OF SOUTH HIGHLAND AVE. TO 104' N. OF SOUTH HIGHLAND AVE.
SHEET
33
STREET IMPROVEMENT PLAN. SIERRA AVE.
SHEET
2
STORM DRAIN IMPROVEMENTS. SOUTH HIGHLAND AVE.
FROM 104' N. OF SOUTH HIGHLAND AVE. TO NORTH LIMIT
12
WORK ZONE TRAFFIC CONTROL
PLAN
90+00
SHEET 26
SHEET 18 0
0
0
Ln
SHEET 19 SHEET 20
0
0
0
0
0
53+93.40 E 67+12.72 E
0
~
SHEET 21
20+00 N 20+00 N
(B&H PLAN)
7X
0
SHEET 22
Wui I
0
a
:w00
a
81+31.23 E
W
co 20+00
N
o
W
�
W
V
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o
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SOUTH HIGHLAND
AVE.
w
a
PARKWAY
z
DRAWING
0
0
m
SHEET 31
SHEET 30
(B&H PLAN)
SHEET
0 rSHEET25
+
0
93+90 E
100+00 N
.... 11 ftir;wi
SHEET 32
W
a
"90+00 MCC
W
ca
SHEET 24
CALTRANS GENERAL NOTES
1. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY
WORK MAY BEGIN WITHIN THE STATE RIGHT OF WAY.
2. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL
CONFORM TO THE CURRENT CALTRANS STANDARD PLANS AND
SPECIFICATIONS OR AS DIRECTED BY THE STATE'S
REPRESENTATIVE (STANDARDS OTHER THAN STATE
STANDARDS MUST BE PRE -APPROVED).
3. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE
STATE RIGHT OF WAY.
A. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST
BE TREATED FOR EROSION CONTROL (HYDROSEEDING OR
EQUIVALENT. OR AS DIRECTED BY THE STATE
REPRESENTATIVE). THE RESPONSIBILITY FOR MAINTAINING
EROSION CONTROL WILL NOT BE RELEASED UNTIL THE
SEEDING IS WELL ESTABLISHED. THE CONTRACTOR WILL BE
RESPONSIBLE FOR THE COST OF CALTRANS CLEANING ANY
DRAINAGE/STRUCTURES/CHANNELS WHICH HAVE BECOME
CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF. OR
CAUSED BY. THE CONSTRUCTION PROJECT.
5. ALL STATE DRAINAGE STRUCTURES MUST FIRST BE
COMPLETELY CLEANED OF DEBRIS AND/ OR SILT BY THE
CONTRACTOR PRIOR TO MAKING THE CONNECTION.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING
THAT ANY STATE DRAINAGE FACILITY WHICH IS CONNECTED
TO OR DIRECTLY AFFECTED BY THE CONTRACTORS
OPERATION SHALL BE CLEAN AND OPERATIONAL PRIOR TO
FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE.
ADEQUATE CLEAN -OUTS AND ACCESS OPENINGS SHALL BE
PROVIDED IN ANY CONSTRUCTION WITHIN THE STATE'S RIGHT
OF WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS
NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO
THE STATE.
7. WHERE SURVEY MONUMENTS EXIST. SUCH MONUMENTS
SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET
PURSUANT TO BUSINESS AND PROFESSIONAL CODE.
SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT)
8. THE PAVEMENT MUST BE SAW -CUT 2" [0.0508m] MINIMUM OR
AS SHOWN ON THE PLANS FROM THE EDGE OF PAVEMENT.
THE SAW -CUTS MUST BE PERPENDICULAR OR PARALLEL TO
THE STATE HIGHWAY CENTERLINE.
9. ALL SIGNING. STRIPING AND PAVEMENT MARKINGS SHALL
BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE
TRAFFIC MANUAL. PUBLISHED BY THE STATE OF CALIFORNIA.
DEPARTMENT OF TRANSPORTATION. AND THE SPECIAL
PROVISIONS. ALL PAVEMENT MARKING SHALL BE
THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS.
10. THE EXACT LOCATION OF ALL SIGNS SHALL BE
DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE.
11. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS
SHALL BE REMOVED FROM THE PAVEMENT BY WET SANDBLASTING
BY THE CONTRACTOR.
12. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR
RELOCATED AS DIRECTED BY CITY ENGINEER. RELOCATABLE SIGNS
SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS
DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE.
13. ALL SIGNS. ROADSIDE MARKERS. ELECTROLIERS. ETC..
SHALL BE PROTECTED AND/OR REPLACED IN-KIND
ACCORDING TO THE CURRENT STATE STANDARD PLANS AND
THE CURRENT TRAFFIC MANUAL. AT NO COST TO THE STATE.
14. CONTRACTOR TO PROVIDE TEMPORARY PAVEMENT
MARKERS FOR TEMPORARY PAVEMENT DELINEATION DURING
A.C. CURING TIME.
15. ANY DAMAGE BY THE CONTRACTOR'S OPERATIONS. THE CONTRACTOR
AT HIS/HER EXPENSE, REPAIR OR REPLACE DAMAGED FACILITIES
IN A PROMPT MANNER. CONTRACTOR SHALL NOTIFY THE RESIDENT
ENGINEER OF ANY DAMAGE TO STATE OWNED EQUIPMENT CAUSED
BY THE CONTRACTOR.
16. ALL DIMENSIONS SHOWN IN [ ] ARE IN METRIC UNITS.
1' = [0.30A8m]
17. a) THE CONTRACTOR WOULD SUBMIT A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) AT THE TIME HE APPLIED FOR
HIS ENCROACHMENT PERMIT. A TEMPLATE IS AVAILABLE AT
THE DEPARTMENT WEB SITE:
http://www.dot.ca.gov/hq/construc/stormwater.html
b) SEDIMENT CONTROL AND SOIL STABILIZATION SHALL BE
IMPLEMENTED DURING THE "RAINY SEASON" DEFINED AS
BETWEEN OCTOBER 1ST AND MAY 1ST.
c) NO VEHICLES OR EQUIPMENT SHALL BE STORED, CLEANED.
FUELED, OR MAINTAINED IN STATE RIGHT -OF-WAY.
d) NO WASTE OR MATERIALS SHALL BE STORED WITHIN STATE
RIGHT-OF-WAY.
e) WIND EROSION, TRACKING CONTROL, NON -STORM WATER
MANAGEMENT & WASTE MANAGEMENT & MATERIALS
POLLUTION CONTROL SHALL BE IMPLEMENTED ON 'A
YEAR-ROUND BASIS.
f) ALL NEW SLOPES WITHIN STATE RIGHT-OF-WAY SHALL
BE "FLATTEN" TO A MAXIMUM OF 4:1 OR AS FLAT AS
RIGHT-OF-WAY PERMITS.
V PERMIT NO.08-03-N-MC-0483
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SHEET 29
(B&H PLAN)
100+00 N
10+00 E
WALNUT
STREET WALNUT VILLAGE
PARKWAY
DRAWING
SHEET
1
SIGNING AND STRIPING PLAN,
SOUTH HIGHLAND
AVE.
We 2998
FROM ALMERIA STREET TO STA 38+75
SHEET
2
SIGNING AND STRIPING PLAN.
CITRUS AVE.
PROJECT LIMIT TO PROJECT LIMIT
SHEET
3
SIGNING AND STRIPING PLAN.
SOUTH HIGHLAND
AVE.
FROM STA 51 +00 TO STA 74+00
SHEET
4
SIGNING AND STRIPING PLAN,
SOUTH HIGHLAND
AVE.
FROM STA 74+00 TO STA 87+00
SHEET
5
SIGNING AND STRIPING PLAN,
SOUTH HIGHLAND
AVE.
FROM STA 87+00 TO STA 99+95
SHEET
6
SIGNING AND STRIPING PLAN,
SOUTH HIGHLAND
AVE.
FROM STA 99+95 TO PROJECT LIMITS
SHEET
7
SIGNING AND STRIPING PLAN,
SIERRA AVE.
FROM PROJECT LIMITS TO STA 17+50
DRAWING SHEET
1
SEWER IMPROVEMENTS
SHEET
8
WORK ZONE TRAFFIC CONTROL
PLAN
N 0 . 3359
SOUTH HIGHLAND AVE. AT CITRUS AVE.
STAGE 1 SOUTH HIGHLAND AVE. STA. 13+00
TO STA, 28+00
SHEET
2
SEWER IMPROVEMENTS
SHEET
9
WORK, ZONE TRAFFIC CONTROL
PLAN '
FROM 1100 SOUTH OF S. HIGHLAND AVE. TO 500 SOUTH OF S. HIGHLAND AVE.
STAGE 1 SOUTH HIGHLAND AVE. STA. 28+00
TO STA. 47+00
SHEET
3
SEWER IMPROVEMENTS
PARKWAY
SHEET
10
WORK ZONE TRAFFIC CONTROL
PLAN
SIERRA AVE. FROM WALNUT PARKWAY TO ±675' NORTH OF WALNUT
(B & H PLAN)
STAGE 1 SOUTH HIGHLAND AVE. STA. 47+00
TO STA. 88+00
DRAWING SHEET
1
STORM DRAIN IMPROVEMENTS. CITRUS AVE.
SHEET
11
WORK ZONE TRAFFIC CONTROL PLAN
N0. 3001
FROM ±650' SOUTH OF S. HIGHLAND AVE. TO S. HIGHLAND AVE.
STAGE 1 CITRUS AVE. STA. 88+00 TO STA 109+00
SHEET
2
STORM DRAIN IMPROVEMENTS. SOUTH HIGHLAND AVE.
SHEET
12
WORK ZONE TRAFFIC CONTROL
PLAN
FROM CITRUS AVE. TO ±300' EAST OF CITRUS AVE.
STAGE 1 SOUTH HIGHLAND AVE. STA. 88+00
TO 105+50
SHEET
3
STORM DRAIN I MPROVEMENTS. * S I ERRA AVE.
SHEET
13
WORK ZONE TRAFFIC CONTROL
PLAN
FROM ±950' SOUTH OF SOUTH HIGHLAND AVE. TO SOUTH HIGHLAND AVE.
STAGE 1 SIERRA AVE. STA 89+00 TO STA 107+00
SHEET
-4
STORM DRAIN IMPROVEMENTS. SIERRA AVE.
SHEET
14
WORK ZONE TRAFFIC CONTROL
PLAN
320 WEST AND 350, EAST OF SIERRA AVE. AT S. HIGHLAND AVE.
STAGE 2 SOUTH HIGHLAND AVE. STA. 28+00
TO STA.82+50
SHEET
5
STORM DRAIN IMPROVEMENTS. JUNIPER AVE.
SHEET
15
WORK ZONE TRAFFIC CONTROL
PLAN
INTERSECTION WEST OF S. HIGHLAND AVE.
STAGE 2 SOUTH HIGHLAND AVE. STA. 88+00
TO STA. 105+50
SHEET
6
STORM DRAIN IMPROVEMENTS. SIERRA AVE.
STORM DRAIN LATERALS
SHEET
16
WORK ZONE TRAFFIC CONTROL
PLAN
.SHEET
7
STORM DRAIN I MPROVEMENTS 9 SIERRA AVE •
STAGE 3 SOUTH HIGHLAND AVE. STA. 23+15
TO STA. 60+92
FROM WALNUT VILLAGE PKWY TO ±675' NORTH OF WALNUT VILLAGE PKWY
SHEET
17
WORK ZONE TRAFFIC CONTROL
PLAN
(B & H PLAN)
DRAWING
STAGE 3 CITRUS AVE. STA. 88+50 TO STA. 109+00
SHEET
N 0. 2999
1
TRAFFIC SIGNAL MODIFICATION PLAN
SHEET
WORK ZONE TRAFFIC CONTROL
PLAN
SOUTH HIGHLAND AVE. AND CITRUS AVE.
,18
STAGE 3 SOUTH HIGHLAND AVE. STA. 84+50
TO STA. 105+50
DRAWING
SHEET
1
TRAFFIC SIGNAL MODIFICATION PLAN
SHEET
19
WORK ZONE TRAFFIC CONTROL
PLAN
N09 • 3000
SOUTH HIGHLAND AVE. AND SIERRA AVE.
STAGE 3 SIERRA AVE. STA. 89+00 TO STA. 109+00
DRAWING
SHEET
N00.3360
1
TRAFFIC SIGNAL MODIFICATION PLAN
SHEET
20
WORK ZONE TRAFFIC CONTROL
PLAN
SIERRA AVE. AND WALNUT AVE. (e & H PLAN)
STAGE 4 SOUTH HIGHLAND AVE. STA. 23+15
TO STA. 60+92
DRAWING
SHEET'
INTERCONNECT PLAN
SHEET
21
WORK ZONE TRAFFIC CONTROL
PLAN
N 0 • 3 002
CITRUS AVE. FROM 1-210 TO S. OF SOUTH HIGHLAND AVE.
STAGE 4 CITRUS AVE. STA. 88+50 TO STA. 109+00
DRAWING SHEET
1
DEMOLITION. CONSTRUCTION AND PLANTING PLAN
SHEET
22
WORK ZONE TRAFFIC CONTROL
PLAN
N 0 . 3031
SIERRA AVE. FROM STA. 10+62 TO STA. 15+50.
STAGE 4 SOUTH HIGHLAND AVE. STA. 84+50
TO STA. 105+50
SHEET
2
- IRRIGATION MODIFICATION PLAN
SHEET
23
WORK ZONE TRAFFIC CONTROL
PLAN
SIERRA AVE. FROM STA. 10+62 TO STA. 15+50.
STAGE 4 SIERRA AVE. STA. 89+00 TO STA. 109+00
SHEET
3
LANDSCAPE DETAILS'
SHEET
24
WORK ZONE TRAFFIC CONTROL
PLAN
SIERRA AVE.
STAGE 5 SOUTH HIGHLAND AVE. STA. 79+50
TO STA. 105+50
00
CALTRANS GENERAL NOTES
1. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY
WORK MAY BEGIN WITHIN THE STATE RIGHT OF WAY.
2. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL
CONFORM TO THE CURRENT CALTRANS STANDARD PLANS AND
SPECIFICATIONS OR AS DIRECTED BY THE STATE'S
REPRESENTATIVE (STANDARDS OTHER THAN STATE
STANDARDS MUST BE PRE -APPROVED).
3. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE
STATE RIGHT OF WAY.
A. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST
BE TREATED FOR EROSION CONTROL (HYDROSEEDING OR
EQUIVALENT. OR AS DIRECTED BY THE STATE
REPRESENTATIVE). THE RESPONSIBILITY FOR MAINTAINING
EROSION CONTROL WILL NOT BE RELEASED UNTIL THE
SEEDING IS WELL ESTABLISHED. THE CONTRACTOR WILL BE
RESPONSIBLE FOR THE COST OF CALTRANS CLEANING ANY
DRAINAGE/STRUCTURES/CHANNELS WHICH HAVE BECOME
CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF. OR
CAUSED BY. THE CONSTRUCTION PROJECT.
5. ALL STATE DRAINAGE STRUCTURES MUST FIRST BE
COMPLETELY CLEANED OF DEBRIS AND/ OR SILT BY THE
CONTRACTOR PRIOR TO MAKING THE CONNECTION.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING
THAT ANY STATE DRAINAGE FACILITY WHICH IS CONNECTED
TO OR DIRECTLY AFFECTED BY THE CONTRACTORS
OPERATION SHALL BE CLEAN AND OPERATIONAL PRIOR TO
FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE.
ADEQUATE CLEAN -OUTS AND ACCESS OPENINGS SHALL BE
PROVIDED IN ANY CONSTRUCTION WITHIN THE STATE'S RIGHT
OF WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS
NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO
THE STATE.
7. WHERE SURVEY MONUMENTS EXIST. SUCH MONUMENTS
SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET
PURSUANT TO BUSINESS AND PROFESSIONAL CODE.
SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT)
8. THE PAVEMENT MUST BE SAW -CUT 2" [0.0508m] MINIMUM OR
AS SHOWN ON THE PLANS FROM THE EDGE OF PAVEMENT.
THE SAW -CUTS MUST BE PERPENDICULAR OR PARALLEL TO
THE STATE HIGHWAY CENTERLINE.
9. ALL SIGNING. STRIPING AND PAVEMENT MARKINGS SHALL
BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE
TRAFFIC MANUAL. PUBLISHED BY THE STATE OF CALIFORNIA.
DEPARTMENT OF TRANSPORTATION. AND THE SPECIAL
PROVISIONS. ALL PAVEMENT MARKING SHALL BE
THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS.
10. THE EXACT LOCATION OF ALL SIGNS SHALL BE
DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE.
11. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS
SHALL BE REMOVED FROM THE PAVEMENT BY WET SANDBLASTING
BY THE CONTRACTOR.
12. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR
RELOCATED AS DIRECTED BY CITY ENGINEER. RELOCATABLE SIGNS
SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS
DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE.
13. ALL SIGNS. ROADSIDE MARKERS. ELECTROLIERS. ETC..
SHALL BE PROTECTED AND/OR REPLACED IN-KIND
ACCORDING TO THE CURRENT STATE STANDARD PLANS AND
THE CURRENT TRAFFIC MANUAL. AT NO COST TO THE STATE.
14. CONTRACTOR TO PROVIDE TEMPORARY PAVEMENT
MARKERS FOR TEMPORARY PAVEMENT DELINEATION DURING
A.C. CURING TIME.
15. ANY DAMAGE BY THE CONTRACTOR'S OPERATIONS. THE CONTRACTOR
AT HIS/HER EXPENSE, REPAIR OR REPLACE DAMAGED FACILITIES
IN A PROMPT MANNER. CONTRACTOR SHALL NOTIFY THE RESIDENT
ENGINEER OF ANY DAMAGE TO STATE OWNED EQUIPMENT CAUSED
BY THE CONTRACTOR.
16. ALL DIMENSIONS SHOWN IN [ ] ARE IN METRIC UNITS.
1' = [0.30A8m]
17. a) THE CONTRACTOR WOULD SUBMIT A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) AT THE TIME HE APPLIED FOR
HIS ENCROACHMENT PERMIT. A TEMPLATE IS AVAILABLE AT
THE DEPARTMENT WEB SITE:
http://www.dot.ca.gov/hq/construc/stormwater.html
b) SEDIMENT CONTROL AND SOIL STABILIZATION SHALL BE
IMPLEMENTED DURING THE "RAINY SEASON" DEFINED AS
BETWEEN OCTOBER 1ST AND MAY 1ST.
c) NO VEHICLES OR EQUIPMENT SHALL BE STORED, CLEANED.
FUELED, OR MAINTAINED IN STATE RIGHT -OF-WAY.
d) NO WASTE OR MATERIALS SHALL BE STORED WITHIN STATE
RIGHT-OF-WAY.
e) WIND EROSION, TRACKING CONTROL, NON -STORM WATER
MANAGEMENT & WASTE MANAGEMENT & MATERIALS
POLLUTION CONTROL SHALL BE IMPLEMENTED ON 'A
YEAR-ROUND BASIS.
f) ALL NEW SLOPES WITHIN STATE RIGHT-OF-WAY SHALL
BE "FLATTEN" TO A MAXIMUM OF 4:1 OR AS FLAT AS
RIGHT-OF-WAY PERMITS.
V PERMIT NO.08-03-N-MC-0483
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LLJ
75
W
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7;
N
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m M
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LO O
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