8286WORK 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 SMALL
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY HEALTH STANDARDS, LAWS, AND
REGULATIONS.
6. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (}) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY 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 OF 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 HEREON 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 SALVAGED AND
RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBIC RIGHT OF WAY, THAT 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 DETAILS AN THE PLANS SHALL TAKE 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.
PLANS FOR TH-E CONSTRUCTION OF
REGAL ROAD WEST
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B. NOTIFICATIONS
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VICINITY MAP
NOT TO SCALE
PROJECT LOCATION
ALONG THE WEST SIDE OF REGAL
ROAD FROM MEBLA ROAD SOUTH FOR
350 FEET. ENCINITAS, CALIFORNIA
92024
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
C. GRADING
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 HAVE BEEN CLEARED WITH A NEAT AND
FINISHED APPEARANCE 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.
SAN DIEGUITO WATER DISTRICT NOTES:
1.WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ON YEAR
AFTER THE DATE OF ACCEPTANCE.
2.THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE
OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE
24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: 760 633 -2709. ALL WORK
PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT T REJECTION AND REMOVAL.
3.THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION
CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF
WORK ON WATER IMPROVEMENTS. PHONE: (760) 633 -2709.
4.UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE
CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF
THE ESTIMATED COST BY THE DEVELOPER.
5.WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE
PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET.
6.ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
7.CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH
RESIDENTIAL LOT.
&CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY
FOR ALL TRENCH WORK.
9.INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET
FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED.
10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY
EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY.
12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE
INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR
PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE
WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE.
13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNEP. SHALL ADVISE PROSPECTIVE CONTRACTORS
TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC)
SPECIFICATIONS.
14. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATION.
I IX
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SHEET INDEX
B. NOTIFICATIONS
SHEET
DESCRIPTION
IMPERVIOUS AREA
1. H EXISTENCE AND LOCATION UNDERGROUND PIPES SHOWN
EARTHWORK QUANTITIES
1
TITLE SHEET
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 8,042 SOFT
THESE PLANS WERE OBTAINED BY AF SEARCH AVAILABLE E RECORDS. TO THE BEST OUR
2
INDEX MAP, TYPICAL SECTIONS &
DETAILS
IMPERVIOUS AREA AFTER CONSTRUCTION: 4,914 SOFT
KNOWLEDGE THERE ARE. NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE
TOTAL CUT 15 CY
INCREASE IN IMPERVIOUS AREA: 0 SQFT
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING
3
SIDEWALK IMPROVEMENT PLAN
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
TOTAL FILL 115 CY
IMPERVIOUS AREA REPLACED: 4,914 SOFT
CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
4
STORMDRAIN & DRIVEWAY PLANS
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
NET TOTAL 100 CY IMPORT
A. SEWERS - LWD - (760) - 753 -0155
B. GAS & ELECTRIC - SDGE - (760) -438 -6200
BMP PROJECT STATUS
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
STANDARD STORMWATER TREATMENT FACILITIES TO
BE MAINTAINED BY
FIELD OPERATIONS
CITY OF ENCINITAS PUBLIC WORKS DEPT. IN ACCORDANCE WITH
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
"MAINTENANCE AGREEMENT.
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
9 • 1Z. 1 kj
TO REJECTION AND REMOVAL.
SIG DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS -BUILT
DESIGNED BY:
I DRAWWBY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS -
PUBLIC WORKS DEPARTMENT
DRAWING NO.
®
As- guiLTS
MJ W
14 /17
PLANS PREPARED UNDER SUPERVISION
OF
RECOMMENDED: APPROVED-
IMPROVEMENT PLAN FOR:
REGAL ROAD WEST
HORIZONTAL: NONE
DATE:
949/1016
��
SIDEWALKS
SI -105
SEE SHEET
VERTICAL: NONE
OII�t/��tA✓ W'
R.C.E. NO.: 71087
MATTHEW J. WIDELSKI EXP.: 6/30/2017
1?
LUMAKU ULANt %
DATE: 9•/y /6 DATE: / G
R.C.E. R.C.E. S/ Try
I WORK ORDER NO: CS16G
258-241-10
ENGINEER'S NAME DATE
SHEET 1 OF 4
I IX
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D. EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT
(760) 633 -2778, 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 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
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 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 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 TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN
INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM.
BASIS OF COORDINATES
NAD 83 (1991.35 EPOCH)
1025 (ENC -25) 1024 (134WCCS1)
2" SO. CITY OF ENCINITAS
BRASS DISC STAMPED
"ENC -25 L.S. 7322" IN WELL
MON. IN THE MIDDLE OF THE
INTERSECTION OF S. EL
PORTAL ST. & LA MESA AVE.
N 1965570.266'
E 6239988.375'
RECORD OF SURVEY 18416
BENCHMARK
1025 (ENC -25)
2 1/2" DISK STAMPED
"134WCCS1" IN SIDEWALK AT
S.E. QUAD. OF LEUCADIA
BLVD. AND ORPHEUS AVE.
N 1968854.614'
E 6242001.192'
RECORD OF SURVEY 18416
2" SO. CITY OF ENCINITAS
BRASS DISC STAMPED
"ENC -25 L.S. 7322" IN WELL
MON. IN THE MIDDLE OF THE
INTERSECTION OF S. EL
PORTAL ST. & LA MESA AVE.
RECORD OF SURVEY 18416
ELEV. 60.601 FEET
DATUM: NAVD 88
ABBREVIATIONS
AB
AGGREGATE BASE
AC
ASPHALT 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
EDP
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 OF CURB
TS
TRAFFIC SIGNAL
WM
WATER METER
WV
WATER VALVE
0
0
LEGEND
ITEM SYMBOL
CONCRETE CURB
PROPOSED CONCRETE SIDEWALK ° °
PROPOSED ASPHALT
FROPOSED STORMDRAIN
PROPOSED CONTOUR
PROPOSED 2" MULCH
PROPOSED ASPHALT OVERLAY
EXISTING CONTOUR
LIMITS OF WORK /DAYLIGHT LINE
EXISTING
RIGHT OF WAY LINE
EXISTING
EDGE OF PAVEMENT
EXISTING
FENCE
EXISTING
WATER VALVE
EXISTING
FIRE HYDRANT
EXISTING
WATER METER
EXISTING
SIGN
EXISTING TREE
21
f
Row
f1'TRAVFG GINS 91 S11oULD6R
SAwGVt �IN�
PCt- 5101tWiO4WK
PeR -7 TYPICAL SECTION
2" 14yKDwaaD REGAL ROAD
SaRFgDO� �nvut+ STA I +00 _ 3 +05
CUR ittn
B E G�TT
IPFIZ G-2 q coNcttr. -ro
Co" C 44ss 11 RGG RIg Cs�4 -J'F f3,�}s�
EXISTING EXISTING
R/W 30' rL 20' R/W
4.4'-
2:1, 4.2'
PCC SIDEWALK
PER G -7
2" HARDWOOD
SHREDDED MULCH
CURB & GUTTER
PER G -2
4" ASPHALT CONCRETE
6" CLASS II AGGREGATE BASE
VARIES SAWCUT LINE
TYPICAL SECTION
REGAL ROAD
STA 5 +00
9'
SHOULDER
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 TO 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. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE REMOVED FROM WITHIN
THE AREAS TO BE PAVED.
F. IMPROVEMENTS
1. 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.
2. 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.
3. 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.
4. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE.
5. 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.
6. THE CONTRACTOR SHALL REQUEST MARKOUT 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 SECTION 7 -10 OF THE STANDARD
SPECIFICATIONS AND APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD
DRAWINGS (MIST RECENT EDITION).
2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN
CONFORMANCE WITH APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD
DRAWINGS 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 LANES 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.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS- BUILT "` ° "" "c" MAW "Izu °` ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING jN0.
LT MJ 1 I / PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROV IMPROVEMENT PLAN FOR:
SEE ABOVE HORIZONTAL: NONE DATE: 2zuja c /( i C' REGAL ROAD WEST
tY SIDEWALKS 5l -105
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HORIZONTAL: 1"=20' DATE: 2/S/2a1C ,
SEE SHEET 2 � SIDEWALKS SI -105
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VERTICAL: 1 " =5' w l�.(�,Lu �/4/l7 (ew .�_ ti /4 258- 241 -10
DATE: /G DATE:
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* A.C. DRIVEWAYS SHALL BE 3" A.C. OVER EXISTING
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** A.C. DRIVEWAYS SHALL BE 3" A.C. /4" CLASS 2 BASE
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CHANGE NO.
DESCRIPTION
APPROVED
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SCALE
AS -BUILT
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ENGINEERING DIVISION APPROVALS
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DRAWING NO.
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SEE SHEET 2
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PLANS PREPARED UNDER SUPERVISION OF
DATE: 9 /sf�a/>c
/sd41i QA/ R.C.E. NO.: 71087
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MAT W J. WIDELSKI EXP.: 6/30/2017
RECOMMENDED: APPROVED-
EDWARD DEANE GLENN RUIM
DATE: 9"I - DAIS: P?Z_11&!14
R.C.E. R.O.E. 7
IMPROVEMENT PLAN FOR: REGAL ROAD WEST
SIDEWALKS
258 - 241 -10
WORK ORDER NO: CS16G
$1-105
E GINEER'S NAME DATE
SHEET 4 OF 4
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