city of lemoore
TRANSCRIPT
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WENTWORTH CIR
WENTWORTH CT
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WEXFORD DR
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AVALON DR
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W HAZELWOOD DR
W HAZELWOOD PL
W BURLWOOD LN
ELDERWOOD LN
PIN
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CA
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MEADOW LN
E C
IN
NA
MO
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LADANTE ST
ROSEWOOD LN
MY
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SHADY ST
PIN
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M
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N
D
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W P
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RUBY DR
FRONTAGE RD
AZALEA LN
AV
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CAMELLIA LN
BA
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CLA
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MIL
AN
DR
PEARL DR
MERCEDES LN
MU
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D
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MURPHY DR
BRENTWOOD DR
DEVON DR
SOMERSET DR
DEVON DR
COVENTRY DR
ET
ON
A
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INN
AM
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DR
W
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CLUB DR
OA
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WENTWORTH ST
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CO
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.D
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CITY OF LEMOORE
2021 ANNUAL ROAD MAINTENANCE PROJECT
VICINITY MAP
CITY OF LEMOORE
NTS
1 - COVER SHEET
2 - BASE BID IMPROVEMENT LOCATIONS
3 - G STREET SIGNING, STRIPING & MARKING PLAN
4 - G STREET SIGNING, STRIPING & MARKING PLAN
5 - SPRUCE AVENUE SIGNING, STRIPING & MARKING PLAN
INDEX OF PLANS
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1. EXISTING UTILITIES AND EXISTING IMPROVEMENTS MAY BE SHOWN AT APPROXIMATED LOCATIONS DUE TO THE
AVAILABLE RECORD INFORMATION AT THE TIME OF PLAN PREPARATION. OTHER UTILITY LINES MAY EXIST. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BY POTHOLING
OR LOCATING SERVICES "811" IF FOUND NECESSARY.
2. THE CONTRACTOR SHALL NOTIFY ALL CORRESPONDING UTILITY COMPANIES AND CALL “811” AT LEAST 48 HOURS
BEFORE THE COMMENCEMENT OF ANY WORK WHICH MAY REQUIRE UTILITY VERIFICATION.
3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY OR SUBSTRUCTURE SHOWN ON THESE PLANS
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. NO CERTIFICATIONS IS MADE AS THE ACCURACY OR
THOROUGHNESS OF THESE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LEMOORE DOES NOT
CONSTITUTE A REPRESENTATION AS THE ACCURACY OR COMPLETENESS OF LOCATION OR THE EXISTENCE OR
NONEXISTENCE OF ANY UNDERGROUND UTILITY OR SUBSTRUCTURE WITHIN THE LIMITS OF THE PROJECT.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE FULL SET OF PLANS FOR ANY DISCREPANCIES
AND OMISSIONS PRIOR TO THE COMMENCEMENT OF WORK. IF ANY DISCREPANCIES BETWEEN THESE PLANS AND
THE FIELD ARE IDENTIFIED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY WORK NOT IN CONFORMANCE WITH THE PLANS OR IN CONFLICT WITH ANY CODE.
5. AN APPROVED SET OF PLANS MUST BE AVAILABLE ON THE JOB SITE AT ALL TIMES.
6. THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) OF LICENSE AS SPECIFIED IN THE "NOTICE TO
BIDDERS."
7. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE PROVISIONS IN THE CALTRANS STANDARD
SPECIFICATIONS AND PLANS DATED 2018, ALONG WITH THE CITY OF LEMOORE STANDARD DRAWINGS.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS, FABRICATIONS, EQUIPMENT,
APPLIANCES, TRANSPORTATION, SERVICES AND LABOR NECESSARY FOR THE CONSTRUCTION, ERECTION AND
INSTALLATION OF ALL WORK INDICATED ON THESE DRAWINGS AND/OR OUTLINED IN EACH SECTION OF THE
SPECIFICATIONS.
9. FOR THE DURATION OF THE WORK, THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN , AS MAY BE
REQUIRED, ALL NECESSARY BARRICADES AND RAILINGS, LIGHTS, WARNING SIGNS AND SIGNALS, AND SHALL
TAKE ALL OTHER PRECAUTIONS AS MAY BE REQUIRED TO SAFEGUARD PERSONS, THE JOB SITE AND ADJOINING
PROPERTY, AGAINST INJURIES AND DAMAGE OF ANY NATURE.
10. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL GIVE THEIR PERSONAL ATTENTION TO THE WORK, BE
RESPONSIBLE FOR THE LAYOUT AND CORRECTNESS OF THEIR WORK AND COOPERATE WITH EACH OF THE
VARIOUS TRADES TO OBTAIN A NEAT FINISHED AND WORKMANLIKE JOB.
11. THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
12. TO THE FULLEST EXTENT PERMITTED BY LAWS AND REGULATIONS, CONTRACTOR SHALL INDEMNIFY AND HOLD
HARMLESS OWNER AND ENGINEER, AND THE OFFICERS, DIRECTORS, MEMBERS, PARTNERS, EMPLOYEES,
AGENTS, CONSULTANTS AND SUBCONTRACTORS OF EACH AND ANY OF THEM FROM AND AGAINST ALL CLAIMS,
COSTS, LOSSES, AND DAMAGES (INCLUDING BUT NOT LIMITED TO ALL FEES AND CHARGES OF ENGINEERS,
ARCHITECTS, ATTORNEYS, AND OTHER PROFESSIONALS AND ALL COURT OR ARBITRATION OR OTHER DISPUTE
RESOLUTION COSTS) ARISING OUT OF OR RELATING TO THE PERFORMANCE OF THE WORK, PROVIDED THAT ANY
SUCH CLAIM, COST, LOSS, OR DAMAGE IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE, OR DEATH, OR
TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF), INCLUDING THE
LOSS OF USE RESULTING THEREFROM BUT ONLY TO THE EXTENT CAUSED BY ANY NEGLIGENT ACT OR OMISSION
OF CONTRACTOR, ANY SUBCONTRACTOR, ANY SUPPLIER, OR ANY INDIVIDUAL OR ENTITY DIRECTLY OR
INDIRECTLY EMPLOYED BY ANY OF THEM TO PERFORM ANY OF THE WORK OR ANYONE FOR WHOSE ACTS ANY
OF THEM MAY BE LIABLE.
13. SHOULD A CONSTRUCTION SURVEY OR CONSTRUCTION STAKING BE NECESSARY, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROVIDING THIS SERVICE.
14. DO NOT SCALE DRAWINGS. IF UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONTACT THE
ENGINEER FOR DIRECTION BEFORE PROCEEDING.
15. ALL DAMAGE TO AREAS AND/OR PROPERTY NOT SPECIFICALLY PART OF THE PROJECT SITE CAUSED DURING
CONSTRUCTION ACTIVITIES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RETURN TO
PRE-CONSTRUCTION CONDITIONS.
16. CHANGES TO THE APPROVED DRAWINGS SHALL BE MADE BY ADDENDUM OR A CHANGE ORDER SIGNED BY THE
ENGINEER AND APPROVED BY THE PUBLIC WORKS/ENGINEERING OFFICIALS.
17. DUST AND DEBRIS CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE REQUIREMENTS OF
THE SAN JOAQUIN VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT - DISTRICT REGULATION VIII - FUGITIVE
DUST RULES.
18. IN ORDER TO REDUCE NOISE IMPACTS FROM THE CONSTRUCTION PROJECT, ALL CONSTRUCTION ACTIVITIES
SHALL ONLY OCCUR BETWEEN THE HOURS OF 7:00 AM AND 4:30 PM.
19. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY REPAIR/POTHOLE & CRACK SEALING WORK WHERE
NECESSARY PRIOR TO START OF WORK.
20. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO BE APPROVED BY THE ENGINEER BEFORE
COMMENCING WORK.
21. CONTRACTOR SHALL SUBMIT A MONUMENTATION PERPETUATION PLAN TO BE APPROVED BY THE ENGINEER
BEFORE COMMENCING WORK.
22. CONTRACTOR TO PROVIDE TEMPORARY REFLECTIVE MARKERS AND TO PROTECT IN PLACE AFTER
INSTALLATION. ANY MARKER WHICH IS DAMAGED AND IS NO LONGER REFLECTIVE, SHALL BE REMOVED AND
REPLACED AT THE CONTRACTORS EXPENSE. CONTRACTOR SHALL HAVE THE OPTION OF PLACING TEMPORARY
MARKER IMMEDIATELY AFTER ROADWAY TREATMENT TO AVOID REFLECTIVE MARKER DAMAGE.
23. CONTRACTORS SHALL REPAINT ALL EXISTING CROSSWALKS DISTURBED BY MICRO-SURFACING TREATMENT.
GENERAL CONSTRUCTION NOTES
PG&E
MATT HOUSE, LAND AGENT
705 P STREET
FRESNO, CA 93760
(559)263-5559
SOUTHERN CALIFORNIA GAS CO
MARSHALL CROTTY
404 N TIPTON STREET
VISALIA, CA 93292
(559) 739-2356
COMCAST
MARTINA GOMEZ
1031 N PLAZA DRIVE
VISALIA, CA 93291
(925) 424-0278
CITY OF LEMOORE WATER AND WASTEWATER
FRANK RIVERA
711 W CINNAMON DRIVE
LEMOORE, CA 93245
(559) 924-6730
VAST NETWORKS (CVIN LLC)
RYAN STUEHLER
7447 N PALM BLUFFS AVE #105
FRESNO, CA 93711
(559) 554-9114
AT&T
MIKE WILSON
217 W ACEQUIA AVE 3RD FLOOR
VISALIA, CA 93291
(559) 739-6423
PUBLIC WORKS DIRECTOR
FRANK RIVERA
CITY OF LEMOORE
711 W CINNAMON DRIVE
LEMOORE, CA 93245
(559) 924-6744 EXT. 731
CIVIL ENGINEER
ORFIL MUNIZ, PE, QSD, QSIP, sUAS
A&M CONSULTING ENGINEERS
220 N LOCUST STREET
VISALIA, CA 93291
(559) 429-4747
CITY & ENGINEER CONTACTS
PROJECT UTILITY CONTACTS
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH WILL BE
DISTURBED OR DESTROYED BY CONSTRUCTION. ANY MONUMENT OR BENCHMARK FOUND TO BE DISTURBED OR
DESTROYED WILL BE THE REASONABILITY OF THE CONSTRCOTOR AND PAID BY THE CONTRACTOR TO REPLACE
SUCH MONUMENT OR BENCHMARK. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE
MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE
LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED
LAND SURVEYOR OR CIVIL ENGINEER AS REQUIRED BY THE PROFESSIONAL LAND SURVEYORS ACT (BUSINESS AND
PROFESSIONS CODE SECTION 8771).
MONUMENTATION PERPETUATION
REQUIREMENTS
1. ALL WORK AND MATERIALS SHALL CONFORM TO CALTRANS STANDARD PLANS (2018 REVISED STANDARD PLAN RSP) AND
THE CA 2014 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS MUTCD (REVISION 5) .
2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE AND SHALL BE
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS
OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
3. SIGNS NOT MOUNTED ON EXISTING POST(S) SHALL BE MOUNTED USING TELESPAR 20F12-2, 12 GAUGE POST(S) WITH
QUICK PUNCH HOLES, TELESPAR 25K-12-S-2.4 ANCHORS AND TELESPAR TL-220 DRIVE NUTS OR EQUIVALENT.
4. NEW BIKE LANE STRIPING SHALL BE 5 FEET WIDE.
5. THE GAP BETWEEN THE LINES ON THE CROSSWALK SHALL NOT BE LESS THAN 6 FEET. THE GAP BETWEEN THE LINES OF
THE YELLOW SCHOOL CROSSWALK SHALL BE 10 FEET WITH HIGH VISIBILITY 24" LADDER PATTER AS SHOWN ON THE
PLANS.
6. CONTRACTOR TO PROTECT IN PLACE TEMPORARY REFLECTIVE MARKERS. ANY MARKER WHICH IS DAMAGED AND IS NO LONGER
REFLECTIVE, SHALL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. CONTRACTOR SHALL HAVE THE OPTION OF
PLACING TEMPORARY MARKER AFTER ROADWAY TREATMENT TO AVOID REFLECTIVE MARKER DAMAGE.
7. ALL STRIPING MUST BE CAT TRACKED AND APPROVED BY THE ENGINEER BEFORE COMMENCING WORK. ANY STRIPING WHICH IS NOT
APPROVED BY THE ENGINEER AND IS DETERMINED TO BE IN CONFLICT WITH ANY OTHER STRIPING OR OBJECTS WILL BE REMOVED
AT THE CONTRACTORS EXPENSE.
8. CONTRACTOR SHALL PROVIDE BLUE REFLECTIVE PAVEMENT MARKER NEXT TO EVERY FIRE HYDRANT. FIRE HYDRANT LOCATIONS
SHALL BE FIELD VERIFIED.
9. CONTRACTORS SHALL REPAINT ALL EXISTING CROSSWALKS DISTURBED BY MICRO-SURFACING TREATMENT.
10. CONTRACTOR TO PAINT 1' WIDE WHITE STRIPES ON ALL ROADWAY UNDULATION WITH 3' SPACING.
11. ALL STREETS WITHOUT SIGNING, STRIPING, & PAVEMENT MARKINGS PLANS SHALL BE REPAINTED AS EXISTING.
SIGNING, STRIPING & MARKING NOTES
THE FOLLOWING QR CODE PROVIDES FOUND ROADWAY VALVE COVERS AND MOUNUMENTS TO BE PERPETUATED.
DATA MAY BE SHOWN AT APPROXIMATED LOCATIONS DUE TO GPS ACCURACY. OTHER VALVE COVERS AND
MONUMENTS MAY EXIST. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL EXISTING
VALVES AND MONUMENTS BY WALKING THE PROJECT SITE.
ARCGIS DATA
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WENTWORTH CIR
WENTWORTH CT
CA
RD
IF
F A
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WEXFORD DR
LIB
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TY
D
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AVALON DR
B
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N
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W
O
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W SPRUCE AVE
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LN
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B
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A
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W
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W HAZELWOOD DR
W HAZELWOOD PL
W BURLWOOD LN
ELDERWOOD LN
PIN
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CA
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MEADOW LN
E C
IN
NA
MO
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LADANTE ST
ROSEWOOD LN
MY
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SHADY ST
PIN
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W P
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BL
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RUBY DR
FRONTAGE RD
AZALEA LN
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CAMELLIA LN
BA
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PEARL DR
MERCEDES LN
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D
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MURPHY DR
BRENTWOOD DR
DEVON DR
SOMERSET DR
DEVON DR
COVENTRY DR
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W
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CLUB DR
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WENTWORTH ST
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10' TRANSITION
EXISTING CURB
& GUTTER
EXISTING CURB
& GUTTER
END OF CURB
RAMP (EOC)
NOTE:
1. MIRCO SURFACING PAVEMENT TREATMENT TO EXTEND 10' BEYOND THE END OF
RAMP AS SHOWN BELOW.
2. ALL EXISTING PAVEMENT STRIPING & MARKINGS (CROSSWALKS, STOP BARS, STOP
MARKING LEGENDS, CENTERLINE, ECT.) SHALL BE REPAINTED WHEN DISTURBED BY
SLURRY TREATMENT UNLESS SPECIFIED OTHERWISE ON PLANS.
VARIES
REPAINT EXISTING
STOP BAR (TYP.)
REPAINT EXISTING
STRIPING (TYP.)
SLURRY SEAL TRANSITION
LIMIT LINE. STOP TO A
NEAT CLEAN LINE
REPAINT EXISTING
STOP MARKING (TYP.)
VARIES
EXISTING CURB
& GUTTER
EXISTING CROSS GUTTER
NOTE:
1. MIRCO SURFACING PAVEMENT TREATMENT TO STOP AT CROSS GUTTER AS SHOWN
BELOW.
2. ALL EXISTING PAVEMENT STRIPING & MARKINGS (CROSSWALKS, STOP BARS, STOP
MARKING LEGENDS, CENTERLINE, ECT.) SHALL BE REPAINTED WHEN ADJACENT TO
CROSS GUTTER UNLESS SPECIFIED OTHERWISE ON PLANS.
REPAINT EXISTING
STOP BAR (TYP.)
REPAINT EXISTING
STRIPING (TYP.)
SLURRY SEAL SHALL
STOP AT CROSS GUTTER
REPAINT EXISTING
STOP MARKING (TYP.)
VARIES
BA
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B
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ESTIMATED QUANTITIES
ROAD
APPROX.
LENGTH (FT)
AVERAGE
WIDTH (FT)
AREA
SF SY
BASE BID
W. SPRUCE AVE 1454 3550,890 5,654
W HAZELWOOD DR 1114 3538,990 4,332
W HAZELWOOD PL 331 3511,585 1,287
W SPRING PL 135 405,400
600
ELDERWOOD LN 1050 3838,750 4,305
BELINDA DR 2430 3687,480 9,720
OAKWOOD CT 276 5314,628 1,625
CINNAMON DR 1200 VARIES44,649 4,961
MYRTLE CT 167 416,847
761
ASHLAND DR
493 3416,762 1,862
120 425,040
560
SHADY ST 350 3512,250 1,361
W PEBBLE DR 442 3515,470 1,719
AZALEA LN 615 3622,140 2,460
BANYAN DR 300 3610,800 1,200
AVOCADO DR 565 3620,340 2,260
DAPHNE LN 570 5631,920 3,457
CAMELLIA LN 205 357,175
797
AVOCADO CT 175 VARIES8,050
895
DUBLIN DR 796 3628,656 3,184
CARLA DR
452 3616,272 1,808
85 453,825
425
VENICE AVE
254 358,890
988
80 463,680
409
OLYMPIC PL 125 437,485
832
BALBOA PL 100 494,900
544
MURPHY DR
846 3623,184 2,576
296 4513,320 1,480
PEARL DR 482 3617,352 1,928
MERCEDES LN 371 VARIES14,700 1,633
AVALON DR 967 3634,812 3,868
BRENTWOOD DR
1532 VARIES57,857 6,429
71 171,207
134
DEVON DR 1981 VARIES75,577 8,397
SOMERSET DR 1764 VARIES65,389 7,265
ETON AVE 954 3634,344 3,816
COVENTRY DR
304 175,168
574
125 425,250
583
G ST 884 5245,968 5,108
WENTWORTH CIR/CT 664 3623,904 2,656
WEXFORD DR
379 3513,625 1,474
TOTAL954,531 106,059
LIMITS OF TYPE II (0.15 TO 0.20%) FIBERIZED MICRO-SURFACE
PAVEMENT TREATMENT WITH BLACK ROCK
SEE TYPICAL MICRO SURFACING TRANSITION DETAIL (THIS SHEET)
SEE TYPICAL MICRO SURFACING LIMIT AT CROSS GUTTER DETAIL (THIS SHEET)
LEGEND
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**
MICRO-SURFACING SPREAD RATES
TYPE LOCATION
RANGE (LB OF DRY
AGGREGATE/ SQ YD)
RANGE (LB OF
EMULSION/ SQ YD)
TYPE II, 0.15-0.20%
FIBERIZED MICRO
SURFACING (BLACK
ROCK)
FULL LANE
WIDTH
10 - 20 12 - 18
NOT TO SCALE
IM
P P
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WG
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TRANSITION DETAIL - PLAN VIEW
SCALE: N.T.S.
CROSS GUTTER TRANSITION DETAIL - PLAN VIEW
SCALE: N.T.S.
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH WILL BE
DISTURBED OR DESTROYED BY CONSTRUCTION. ANY MONUMENT OR BENCHMARK FOUND TO BE DISTURBED OR
DESTROYED WILL BE THE REASONABILITY OF THE CONSTRCOTOR AND PAID BY THE CONTRACTOR REPLACE SUCH
MONUMENT OR BENCHMARK. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE
MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE
LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED
LAND SURVEYOR OR CIVIL ENGINEER AS REQUIRED BY THE PROFESSIONAL LAND SURVEYORS ACT (BUSINESS AND
PROFESSIONS CODE SECTION 8771).
MONUMENTATION PERPETUATION
REQUIREMENTS
PAINT 405 LF
DETAIL 39
PAINT 400 LF
DETAIL 1
PAINT 405 LF
DETAIL 39
PAINT 90 LF OF
DETAIL 39A
PAINT 90 LF OF
DETAIL 39A
ST
OP
ST
OP
PAINT 1' WIDE WHITE
STOP BAR TO CENTERLINE
PAINT 50 LF
OF DETAIL 35A
PAINT 50 LF OF
DETAIL 35A
PAINT 1' WIDE WHITE
STOP LINE TO CENTERLINE
PAINT WHITE
"STOP" MARKING
WITH 8' HEIGHT
STOP
HILL ST.
G S
T.
FOX ST.
FOX ST.
G S
T.
15'
5'
5'
15'
28'
28'
PAINT WHITE
"STOP" MARKING
WITH 8' HEIGHT
PAINT WHITE
"STOP" MARK
WITH 8' HEIGHT
CIN
NA
MO
N D
R.
CIN
NA
MO
N D
R.
HILL ST.
8'
8'
PAINT WHITE "BIKE" ,
"LANE" & ARROW
MARKINGS
PAINT 1' WIDE WHITE
STOP BAR TO CENTERLINE
PAINT 1' WIDE WHITE
STOP LINE TO CENTERLINE
PAINT WHITE "BIKE",
"LANE" & ARROW
MARKINGS
STOP
PAINT WHITE
"STOP" WITH 8' HEIGHT AND
8' CLEARANCE FROM
STOP BAR
50'
PAINT 310 LF
DETAIL 39
PAINT 310 LF
DETAIL 39
50'
8'
8'
8'
G
S
TR
EE
T S
IG
NIN
G, S
TR
IP
IN
G &
M
AR
KIN
G P
LA
N
3
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&M
P
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WG
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88165
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G STREET - PLAN VIEW
SCALE: 1" = 40'
1. ALL WORK AND MATERIALS SHALL CONFORM TO CALTRANS STANDARD PLANS (2018 REVISED STANDARD PLAN RSP) AND
THE CA 2014 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS MUTCD (REVISION 5) .
2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE AND SHALL BE
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS
OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
3. SIGNS NOT MOUNTED ON EXISTING POST(S) SHALL BE MOUNTED USING TELESPAR 20F12-2, 12 GAUGE POST(S) WITH
QUICK PUNCH HOLES, TELESPAR 25K-12-S-2.4 ANCHORS AND TELESPAR TL-220 DRIVE NUTS OR EQUIVALENT.
4. NEW BIKE LANE STRIPING SHALL BE 5 FEET WIDE.
5. THE GAP BETWEEN THE LINES ON THE CROSSWALK SHALL NOT BE LESS THAN 6 FEET. THE GAP BETWEEN THE LINES OF
THE YELLOW SCHOOL CROSSWALK SHALL BE 10 FEET WITH HIGH VISIBILITY 24" LADDER PATTER AS SHOWN ON THE
PLANS.
6. CONTRACTOR TO PROTECT IN PLACE TEMPORARY REFLECTIVE MARKERS. ANY MARKER WHICH IS DAMAGED AND IS NO LONGER
REFLECTIVE, SHALL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. CONTRACTOR SHALL HAVE THE OPTION OF
PLACING TEMPORARY MARKER AFTER ROADWAY TREATMENT TO AVOID REFLECTIVE MARKER DAMAGE.
7. ALL STRIPING MUST BE CAT TRACKED AND APPROVED BY THE ENGINEER BEFORE COMMENCING WORK. ANY STRIPING WHICH IS NOT
APPROVED BY THE ENGINEER AND IS DETERMINED TO BE IN CONFLICT WITH ANY OTHER STRIPING OR OBJECTS WILL BE REMOVED
AT THE CONTRACTORS EXPENSE.
8. CONTRACTOR SHALL PROVIDE BLUE REFLECTIVE PAVEMENT MARKER NEXT TO EVERY FIRE HYDRANT. FIRE HYDRANT LOCATIONS
SHALL BE FIELD VERIFIED.
9. CONTRACTORS SHALL REPAINT ALL EXISTING CROSSWALKS DISTURBED BY MICRO-SURFACING TREATMENT.
10. CONTRACTOR TO PAINT 1' WIDE WHITE STRIPES ON ALL ROADWAY UNDULATION WITH 3' SPACING.
SIGNING, STRIPING & MARKING NOTES
PAINT 315 LF
DETAIL 39
PAINT 405 LF
DETAIL 39
PAINT 890 LF DETAIL 39
PAINT 805 LF
DETAIL 39
PAINT 330 LF
DETAIL 1
PAINT 315 LF DETAIL 1
PAINT 90 LF OF
DETAIL 39A
PAINT 90 LF OF
DETAIL 39A
ST
OP
PAINT 50 LF DETAIL 35A
PAINT 50 LF
DETAIL 35A
PAINT 50 LF DETAIL 35A
PAINT 50 LF DETAIL 35A
PAINT 1' WIDE WHITE
STOP BAR TO CENTERLINE
PAINT WHITE
"STOP" WITH 8' HEIGHT
ARMSTRONG ST.
FOLLETT ST.
FOLLETT ST.
G S
T.
15'
15'
5'
5'
5'
15'
5'
15'
28'
28'
28'28'
8'
8'
8'
N
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E
M
O
O
R
E
A
V
E
.
N
L
E
M
O
O
R
E
A
V
E
.
PAINT WHITE "BIKE",
"LANE" & ARROW
MARKINGS
PAINT WHITE "BIKE",
"LANE" & ARROW
MARKINGS
PAINT WHITE "BIKE",
"LANE" & ARROW
MARKINGS
50'
PAINT 410 LF
DETAIL 39
50'
90'
8'
8'
50'
50'
G S
TR
EE
T S
IG
NIN
G, S
TR
IP
IN
G &
M
AR
KIN
G P
LA
N
4
SS
&M
P
LA
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AS
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88165
CIV
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G STREET - PLAN VIEW
SCALE: 1" = 40'
1. ALL WORK AND MATERIALS SHALL CONFORM TO CALTRANS STANDARD PLANS (2018 REVISED STANDARD PLAN RSP) AND
THE CA 2014 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS MUTCD (REVISION 5) .
2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE AND SHALL BE
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS
OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
3. SIGNS NOT MOUNTED ON EXISTING POST(S) SHALL BE MOUNTED USING TELESPAR 20F12-2, 12 GAUGE POST(S) WITH
QUICK PUNCH HOLES, TELESPAR 25K-12-S-2.4 ANCHORS AND TELESPAR TL-220 DRIVE NUTS OR EQUIVALENT.
4. NEW BIKE LANE STRIPING SHALL BE 5 FEET WIDE.
5. THE GAP BETWEEN THE LINES ON THE CROSSWALK SHALL NOT BE LESS THAN 6 FEET. THE GAP BETWEEN THE LINES OF
THE YELLOW SCHOOL CROSSWALK SHALL BE 10 FEET WITH HIGH VISIBILITY 24" LADDER PATTER AS SHOWN ON THE
PLANS.
6. CONTRACTOR TO PROTECT IN PLACE TEMPORARY REFLECTIVE MARKERS. ANY MARKER WHICH IS DAMAGED AND IS NO LONGER
REFLECTIVE, SHALL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. CONTRACTOR SHALL HAVE THE OPTION OF
PLACING TEMPORARY MARKER AFTER ROADWAY TREATMENT TO AVOID REFLECTIVE MARKER DAMAGE.
7. ALL STRIPING MUST BE CAT TRACKED AND APPROVED BY THE ENGINEER BEFORE COMMENCING WORK. ANY STRIPING WHICH IS NOT
APPROVED BY THE ENGINEER AND IS DETERMINED TO BE IN CONFLICT WITH ANY OTHER STRIPING OR OBJECTS WILL BE REMOVED
AT THE CONTRACTORS EXPENSE.
8. CONTRACTOR SHALL PROVIDE BLUE REFLECTIVE PAVEMENT MARKER NEXT TO EVERY FIRE HYDRANT. FIRE HYDRANT LOCATIONS
SHALL BE FIELD VERIFIED.
9. CONTRACTORS SHALL REPAINT ALL EXISTING CROSSWALKS DISTURBED BY MICRO-SURFACING TREATMENT.
10. CONTRACTOR TO PAINT 1' WIDE WHITE STRIPES ON ALL ROADWAY UNDULATION WITH 3' SPACING.
SIGNING, STRIPING & MARKING NOTES
"BIKE ROUTE" SIGN
"UNDULATIONS AHEAD" SIGN
PAINT DETAIL 1
PAINT DETAIL 1
PAINT DETAIL 1
PAINT DETAIL 35A
PAINT DETAIL 35A
PAINT DETAIL
35A
20'
20'
20'
20'
20'
20'
50'
50'
50'
50'
50'
PAINT 1' WIDE WHITE
STRIPES ON
UNDULATION WITH 3'
SPACING
PAINT 1' WIDE STANDARD
WHITE CROSSWALK
MARKINGS WITH 10'
CLEARANCE
STOP SIGN
10'
PAINT DETAIL 1
PAINT 1' WIDE WHITE
STRIPES ON
UNDULATION WITH 3'
SPACING
PAINT DETAIL 35A
PAINT DETAIL 1
PAINT DETAIL 35A
PAINT DETAIL 35A
20'
20'
20'
20'
50'
50'
50'
12'
12'
S
PR
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NU
E S
IG
NIN
G, S
TR
IP
IN
G &
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KIN
G P
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&M
P
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221-020
QA
/Q
C:
OM
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:
DA
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:8/6/2021
CIT
Y O
F LE
MO
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2021 A
NN
UA
L R
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D M
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NA
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E P
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88165
CIV
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SPRUCE AVENUE - PLAN VIEW
SCALE: 1" = 40'
SPRUCE AVENUE - PLAN VIEW
SCALE: 1" = 40'
1. ALL WORK AND MATERIALS SHALL CONFORM TO CALTRANS STANDARD PLANS (2018 REVISED STANDARD PLAN RSP) AND
THE CA 2014 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS MUTCD (REVISION 5) .
2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE AND SHALL BE
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS
OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
3. SIGNS NOT MOUNTED ON EXISTING POST(S) SHALL BE MOUNTED USING TELESPAR 20F12-2, 12 GAUGE POST(S) WITH
QUICK PUNCH HOLES, TELESPAR 25K-12-S-2.4 ANCHORS AND TELESPAR TL-220 DRIVE NUTS OR EQUIVALENT.
4. NEW BIKE LANE STRIPING SHALL BE 5 FEET WIDE.
5. THE GAP BETWEEN THE LINES ON THE CROSSWALK SHALL NOT BE LESS THAN 6 FEET. THE GAP BETWEEN THE LINES OF
THE YELLOW SCHOOL CROSSWALK SHALL BE 10 FEET WITH HIGH VISIBILITY 24" LADDER PATTER AS SHOWN ON THE
PLANS.
6. CONTRACTOR TO PROTECT IN PLACE TEMPORARY REFLECTIVE MARKERS. ANY MARKER WHICH IS DAMAGED AND IS NO LONGER
REFLECTIVE, SHALL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. CONTRACTOR SHALL HAVE THE OPTION OF
PLACING TEMPORARY MARKER AFTER ROADWAY TREATMENT TO AVOID REFLECTIVE MARKER DAMAGE.
7. ALL STRIPING MUST BE CAT TRACKED AND APPROVED BY THE ENGINEER BEFORE COMMENCING WORK. ANY STRIPING WHICH IS NOT
APPROVED BY THE ENGINEER AND IS DETERMINED TO BE IN CONFLICT WITH ANY OTHER STRIPING OR OBJECTS WILL BE REMOVED
AT THE CONTRACTORS EXPENSE.
8. CONTRACTOR SHALL PROVIDE BLUE REFLECTIVE PAVEMENT MARKER NEXT TO EVERY FIRE HYDRANT. FIRE HYDRANT LOCATIONS
SHALL BE FIELD VERIFIED.
9. CONTRACTORS SHALL REPAINT ALL EXISTING CROSSWALKS DISTURBED BY MICRO-SURFACING TREATMENT.
10. CONTRACTOR TO PAINT 1' WIDE WHITE STRIPES ON ALL ROADWAY UNDULATION WITH 3' SPACING.
SIGNING, STRIPING & MARKING NOTES
E S
T.
W SPRING LN.
W BURLWOOD DR.
MA
TC
H L
IN
E
SE
E B
OT
TO
M L
EF
T
MA
TC
H L
IN
E
SE
E T
OP
R
IG
HT
W HAZELWOOD DR.
SPRUCE PL.
AN
TE
LO
PE
D
R.
W SPRUCE AVE.
W SPRUCE AVE.
W BURLWOOD DR.