8319WORK TO BE DONE
A. GENERAL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (MOST RECENT EDITION). THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE
SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (MOST RECENT EDITION). ANY CHANGES OR REVISIONS THEREFROM
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
3. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING
OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE
ENGINEER AT NO COST TO THE CITY.
4. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED
DURING CONSTRUCTION SHALL BE REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA REGISTERED CIVIL ENGINEER
OR STATE OF CALIFORNIA LICENSED LAND SURVEYOR TO THE SATISFACTION OF THE ENGINEER AND AT NO COST TO THE
CITY.
5. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY HEALTH STANDARDS, LAWS, AND
REGULATIONS.
6. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (4) MILE OF A STRUCTURE FOR HUMAN OCCUPAN& SHALL NOT
BE CONDUCTED BETWEEN THE HOURS OF 4:00 PM AND 7:30 AM NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED
HOLIDAYS.
7. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS ENGINEERING
STANDARDS, AS SHOWN ON THESE PLANS, AND AS APPROVED BY THE CITY ENGINEER.
8. APPROVAL (1 THESE IMPROVEMENT PLANS DOES NOT CONSTITUTE APPROVAL OF ANY WORK OUTSIDE THE PROJECT
BOUNDARY.
9. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED, AND TESTED
PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING.
10. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A
BASE UTILITY MAP AND SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING FACILITIES SHOWN ltEREON AND
OTHERS WHICH ARE NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
11. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL CONFIRMED BY FIELD
MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS
(POTHOLING) AND LOCATE ALL EXISTING UNDERGROUND FACILITIES IN THE PROJECT AREA SUFFICIENTLY AHEAD OF
CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF
EXISTING FACILITIES.
12. A. CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY
FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1 -.800- 422 -4133 (DIG ALERT)
B. THE CONTRACTOR SHALL NOTIFY THE AT &T COMMUNICATIONS COMPANY PRIOR TO STARTING WORK NEAR COMPANY
FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 619 -546 -3606
C. THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY
FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 633 -2709
D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND
SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 800 - 422 -4133 (DIG ALERT)
E. THE CONTRACTOR SHALL NOTIFY THE SAN ELIJO JPA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES
(RECLAIMED WATER) AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 753 -6203 (EXT. 32)
13. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE AND THAT ARE NOT
CALLED OUT TO BE REMOVED ON THESE PLANS. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR .REMOVED
PRIOR TO APPROVAL OF THE CITY.
14. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS
AT ALL TIMES.
15. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY DESIGNATED TO BE REMOVED SHALL BE SALVED AND
RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBIC RIGHT OF WAY, T T ARE NOT
DESIGNATED TO BE REMOVED, THAT ARE DAMAGED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE
CONTRACTOR AT NO COST TO THE CITY.
16. THE CONTRACTOR SHALL NOTIFY IN WRITING AND OBTAIN APPROVAL OF THE CITY ENGINEER OF WORK PRIOR TO MAKING
CHANGES IN THE FIELD.
17. NOTES AND ETAILS ON THE PLANS SHALL FAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT.
18. THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF AS -BUILT DRAWINGS ON WHICH ALL CHANGES OR VARIATIONS
IN THE WORK, INCLUDING UTILITIES ARE RECORDED. A COPY OF SAID AS -BUILT DRAWINGS SHALL BE PROVIDED TO THE
CITY OF ENCINITAS WHEN REQUESTED.
19. MATERIAL OF DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT OF WAY WITHOUT APPROVAL BY THE CITY
ENGINEER
20. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO OBTAIN A PERMIT
FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND
INTO WHICH A PERSON IS REQUIRED TO DESCEND,
B. NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON
THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - LWD - (760)- 753 -0155
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
C. WATER - SAN DIEGUITO WATER .DISTRICT -1 -800- 227 -2600
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233
F. RECLAIMED WATER - SAN ELIJO JPA
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT
TO REJECTION AND REMOVAL.
PLANS FOR
THE
CONSTRUCTION
OF
HIGHWAY 101
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED
BEAUTIFICATION
ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID
PHASE II
N THE
CITY 0 ENCHTAS
VICINITY MAP
NOT TO SCALE
PROJECT LOCATION
ALONG SOUTH COAST HIGHWAY 101
BETWEEN F STREET & G STREET
ENCINITAS, CALIFORNIA 92024
��101113111,10
1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE
AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO
ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
PREVENT EROSION OF FRIENDLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION
CONTROL MEASURES HAVE BEEN INSTALLED.
2. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE
WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL
SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 92 PERCENT. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL. IN STRICT
ACCORDANCE WITH SPECIFICATIONS.
SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS, AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDNANCE.
4. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE-'COLLECTED AND HAULED OFF
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT.k+iAME BEEN CLEARED WITH A NEAT AND
FINISHED •',PPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF "'DEBRIS ALL SHALL BE
SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION OF
THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7 -8 OF THE
STANDARD SPECIFICATIONS. 11, 1
WORK TO BE DONE
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE
WITH THE LATEST EDITION OF THE FOLLOWING DOCUMENTS:
1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS
2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( "GREEN BOOK")
3. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARDS PLANS
4. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD
SPECIFICATIONS
5, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ( MUTCD)
6. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL TO MUTCD
D. EROSION CONTROL
IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT
SHEET INDEX
SHEET DESCRIPTION
1 TITLE SHEET
2 TYPICAL SECTIONS & DETAILS
3 IMPROVEMENT PLAN
•!A .
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 5,027 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 5,027 SQFT
INCREASE iN IMPERVIOUS AREA: 0 SQFT
IMPERVIOUS AREA REPLACED: 5027 SQFT
BMP PROJECT STATUS
STANDARD STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY
CITY OF ENCINITAS PUBLIC WORKS DEPT. IN ACCORDANCE WITH
"MAINTENANCE AGREEMENT.
CHANGE NO.
(760) 633 -2778, 24 HOURS A DAY.
2.
EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
BENCHMARK"
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED
AS -BUILT
ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID
UNA tjY:
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS
ENGINEERING DIVISION APPROVALS
IMMINENT.
3.
CONTRACTOR SHALL PROVIDE A 24 - -HOUR TELEPHONE NUMBER AND NAME OF PERSON
RESPONSIBLE FOR EMERGENCY WORK.
4.
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
-_8U L 3 t
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF
3 I
PRODUCING RAINFALL.
5.
THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY
PLANS PREPARED UNDER SUPERVISION OF
DATE: 3 /A� t7
R.C.E. NO.: 71087
MATTHE J. WIDELSKI EXP.: 6/30/2017
BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
IMPROVEMENT PLAN FOR:
HIGHWAY 101 BEAUTIFICATION
PHASE II
WORK ORDER NO: CS01E
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6.
ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF
EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS
FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH
RAINFALL.
7,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE
EROSION CONTROL DEVICES AS NECESSARY.
8,
ALL. EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO
SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL
ENGINEE S NAME DATE
BE INSTALLED WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT.
9.
TEMPORARY EROSION CONTROL DEVISES WHICH INTERFERE WITH WORK SHALL BE
RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY THE
ENGINEER OF WORK AND AS APPROVED BY THE CITY ENGINEER.
10.
EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE
CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNATED. AFTER
PRECIPITATION EXCEEDING ONE QUARTER (4) INCH IN ANY 12 -HOUR PERIOD OR UPON
THE DIRECTION OF THE CITY ENGINEER, SILT AND DEBRIS SHALL BE REMOVED FROM
CHECK DAMS.
11.
THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE IMPOUND WATER CREATES A
HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE, BUT NOT BE LIMITED
TO, APPROPRIATE PERIMETER FENCING OR A 24 -HOUR GUARD PREVENTING
UNAUTHORIZED PERSONS FROM ENTERING THE BASINS.
12.
PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A
NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND
TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS. " -.iALL BE USED TO
CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE
REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS.
13.
STANDBY CREWS SHALL BE ALTERED BY THE CONTRACTOR FOR EMERGENCY WORK
DURING RAINSTORMS.
14,
GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND
STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES OR REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN
RAIN IS IMMINENT. A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON.
15.
ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACK
FILLED BEFORE THE END OF WORK DAY IF A 40 PERCENT, OR GREATER CHANCE OF
RAIN IS PREDICTED.
16.
A GRAVEL BAG SILT BASIN OR -1 RAP SHALL BE PROVIDED AT EVERY STORM DRAIN
INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM.
SHEET INDEX
SHEET DESCRIPTION
1 TITLE SHEET
2 TYPICAL SECTIONS & DETAILS
3 IMPROVEMENT PLAN
•!A .
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 5,027 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 5,027 SQFT
INCREASE iN IMPERVIOUS AREA: 0 SQFT
IMPERVIOUS AREA REPLACED: 5027 SQFT
BMP PROJECT STATUS
STANDARD STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY
CITY OF ENCINITAS PUBLIC WORKS DEPT. IN ACCORDANCE WITH
"MAINTENANCE AGREEMENT.
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK"
SCALE
AS -BUILT
utoimw rsr:
UNA tjY:
UHLUNcu by:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS -
PUBLIC WORKS DEPARTMENT
DRAWING NO.
�IN
-_8U L 3 t
W
3 I
NONE
HORIZONTAL: NONE
VERTICAL: NONE
$
PLANS PREPARED UNDER SUPERVISION OF
DATE: 3 /A� t7
R.C.E. NO.: 71087
MATTHE J. WIDELSKI EXP.: 6/30/2017
RECOMMEND D� -� APPROVED:
/0- /v &
Pr�.tT -
DATE: 3[�] DATE:3 a- /7
R.C.E. _4Zgfq R. C. E.4 f �
IMPROVEMENT PLAN FOR:
HIGHWAY 101 BEAUTIFICATION
PHASE II
WORK ORDER NO: CS01E
SI-107
ENGINEE S NAME DATE
SHEET 1 OF 3
E. IMPROVEMENTS
1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS SERVICES DEPARTMENT FOR ANY
WORK WITHIN THE STREET RIGHTOOF -WAY AT NO COST TO THE CONTRACTOR.
2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE
APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. A PERMIT
SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT ANY
WORK WITHIN THE STREET RIGHT -OF -WAY AT NO COST 1-0 THE CONTRACTOR.
3. ALL UNDERGROUND UTILITIES WITHIN THE RIGHT -OF WAY SHALL BE CONSTRUCTED,
CONNECTED AND TESTED PRIOR TO CONSTRUCTION OR BERM, CURB, CROSS GUTTER
AND PAVING.
4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE
SHALL BE CONFORMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW
WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING
UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION
OF EXISTING FACILITIES.
5. THE CONTRACTOR SHALL ENFORCE ALL MEASURES. THE CONTRACTOR SHALL
CONSTRUCT AND MAINTAIN SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER,
INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL
LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND
REGULATIONS.
6. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE 'FOR MONUMENTATION AND /OR ANY
BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH
POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION
SET BY A STATE OF CALIFORNIA 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 STATE OF CALIFORNIA
LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE
LAND SURVEYORS ACT.
8. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE.
9. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING
SUBSURFACE UTILITIES, PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. ANY
EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE COORDINATED
WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION.
IF DURING POTHOLING THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN
PROPOSED UTILITIES AND EXISTING UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE
MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF UTILITY
INSTALLATION.
10. THE CONTRACTOR SHALL REQUEST MARKOI.IT OF EXISTING UNDERGROUND UTILITIES BY
CALLING THE LISTED REGIONAL NOTIFICATION CANTER FOR AN INQUIRY IDENTIFICATION
NUMBER, AT LEAST (2) DAYS PRIOR TO START OF ANY CONSTRUCTION.
TRAFFIC CONTROL NOTES
1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH 2010 EDITION OF CALIFORNIA
MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONE,
AND THE CURRENT EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD).
2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN
CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) AND THE APPROVED TRAFFIC CONTROL PLAN DURING
WORKING HOURS OF 7:30 AM TO 4:00 'PM, MONDAY THROUGH FRIDAY, UNLESS
OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS NORMAL TRAFFIC FLOW WILL BE
ALLOWED DURING THE HOURS OF 4:00 PM TO 7:30 AM AND AT ALL TIMES
SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS. THE PROJECT SPECIFICATIONS
AND /OR CONDITIONS OF TRAFFIC CONTROL PLAN APPROVAL MAY FURTHER LIMIT
WORKING HOURS
3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
4. ALL TRAVEL LAMES WILL BE A MINIMUM OF 12 -FEET WIDE UNLESS OTHERWISE SHOWN.
5. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE.
6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF
PROPOSED POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING
WORK. THE PROJECT SPECIFICATIONS MAY CONTAIN ADDITIONAL NOTIFICATION
REQUIREMENTS THAT SHALL SUPERSEDE THIS REQUIREMENT.
7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL
TIMES DURING PROJECT CONSTRUCTION.
" 1
14
4
7
=I
S00
STRUSTRINOW.
AB
AGGREGATE BASE
AC
ASF'HALT CONCRETE
APN
ASSESSOR'S PARCEL NUMBER
BC
BEGIN CURVE
BCR
BEGIN CURB RETURN
BVC
BEGIN VERTICAL CURVE
C &G
CURB & GUTTER
CO
CLEAN OUT
CONC
CONCRETE
EC
END CURVE
ECR
END CURB RETURN
EOP
EDGE OF PAVEMENT
EP
END POINT
EVC
END VERTICAL CURVE
EX
EXISTING
FG
FINISH GRADE
FL
FLOWLINE
FS
FINISH SURFACE
GV
GAS VALVE
HP
HIGH POINT
IE
INVERT ELEVATION
LF
LINEAR FEET
LP
LOW POINT
MB
MAILBOX
PCC
PORTLAND CEMENT CONCRETE
PCC
POINT OF CONTINUOUS CURVE
PP
POWER POLE
PRC
POINT OF REVERSE CURVE
PRV
PRESSURE REDUCING VALVE
PVMT
PAVEMENT
RET
RETAINING
RIM
RIM ELEVATION
SCO
SEWER CLEANOUT
SD
STORM DRAIN
SDG &E
SAN DIEGO GAS & ELECTRIC
SDRSD
SAN DIEGO REGIONAL STANDARD DRAWING
SMH
SEWER MANHOLE
STD
STANDARD ,
SWK
SIDEWALK
TB
TOP OF BERM
TC
TOP ;= CURB
TS
TRAFFIC SIGNAL
WM
WATER METER
WV
WATER VALVE
EXISTING
R/W
1'
LEGEND
ITEM SYMBOL
9 d
PROPOSED PCC DRIVEWAY
PROPOSED SIDEWALK
PROPOSED 2" AC OVERLAY
EXISTING EDGE OF PAVEMENT
_12 _
11'
2%
MATCH EXISTING - I
VARIES
EX SIDEWALK
TO BE REPLACED
EX CURB & GUTTER
50'
wi
50'
EXISTING
R/W
2" ASPHALT
CONCRETE OVERLAY
ALONG REPLACED
DRIVEWAYS
TYPICAL SECTION
SOUTH COAST HIGHWAY 101
STA 101+00 - 105 +50
0
0
0
, ,
„
D. EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT
(760) 633 - 2-'78, 24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED
ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS
IMMINENT.
3. CONTRACTOR SHALL PROVIDE A 24 -HOUR TELEPHONE NUMBER AND NAME OF PERSON
RESPONSIBLE FOR EMERGENCY WORK.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF
PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY
BE REQUIRED BY THE CITY ENGINEER DUE TO AN ,INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF
EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS
FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH
RAINFALL.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE
EROSION CONTROL DE` ✓ICES AS NECESSARY.
& ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO
SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL
BE INSTALLED WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT.
9, TEMPORARY EROSION CONTROL DEVISES WHICH INTERFERE WITH WORK SHALL BE
RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY THE
ENGINEER OF WORK AND AS APPROVED BY THE CITY ENGINEER.
10. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE
CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNATED. AFTER
PRECIPITATION EXCEEDING ONE QUARTER (4) INCH IN ANY 12 -HOUR PERIOD OR UPON
THE DIRECTION OF THE CITY ENGINEER, SILT AND DEBRIS SHALL BE REMOVED FROM
CHECK DAMS.
11, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS INTO AREAS WIRE IMPOUND WATER CREATES A
HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE, BUT NOT BE LIMITED
TO, APPROPRIATE PERIMETER FENCING OR A 24 -HOUR GUARD PREVENTING
UNAUTHORIZED PERSONS FROM ENTERING THE BASINS.
12. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A
NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND
TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED TO
CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE
REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS.
13. STANDBY CREWS SHALL BE ALTERED BY THE CONTRACTOR FOR EMERGENCY WORK
DURING RAINSTORMS.
14. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND
STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES OR REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN
RAIN IS IMMII`'=NT. A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON.
15. ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACK
FILLED BEFORE THE END OF WORK DAY IF A 40 PERCENT, OR GREATER CHANCE OF
RAIN IS PREDICTED.
16. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN
INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM.
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CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS s PUBLIC WORKS DEPARTMENT DRAWING NO.
0 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: — _ APPROVED: IMPROVEMENT PLAN FOR: HIGHWAY 101 BEAUTIFICATION
NONE HORIZONTAL: 1 ° =20' DATE: 3/i/�7 01, PHASE II aI -107
q �� d.I' R.C.E. NO.: 71087 MASH MAHER EDWARD DEAN..
VERTICAL: NONE Wr ®. !sy �l�/J� Mir 1. 'IA/.t/ i�1i DATE:_. —SO DA:zE: 3 / /%
ENG EER'S NAME DATE I MATTHE J. WIDELSKI EXP.: 6/30/2017 R.CE. 4_2rk q R.C.E. 7 _ WORK ORDER NO: CS01E SHEET 3 OF 3