2018-123 SI (Plans)ORK TO BE DONE
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 (j) 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
20.000UPATIONAL 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.
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.
PROJECT LOCATION
NEWCASTLE AVENUE BETWEEN
CHESTERFIELD DRIVE AND ABERDEEN
DRIVE; INTERSECTION OF NEWCASTLE
AVENUE AND CHESTERFIELD DRIVE;
ALL IN CARDIFF, ENCINITAS, CA
92024
Na C067697
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SWEETIVDEY
SHEET DESCRIPTION
1 TITLE SHEET
2 GENERAL NOTES
3 -4 IMPROVEMENT PLAN
5 EROSION CONTROL PLAN
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THIS RECORD DRAWING IS NOT WARRAN77ED BUT IS BELIEVED TO
REPRESENT CONDITIONS UPON COMPLE71ON OF CONSTRUC77ON WITHIN
REASONABLE TOLERANCES, BASED UPON 7HE INFORMATION FURNISHED
TO 774E ENGINEER PERTAINING TO CHANGES MADE DURING
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PROJECT SPECIFICATIONS & DRAWINGS
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 ( "GREENBOOK ")
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
7. CITY OF SAN DIEGO REFERENCES FOR CURB RAMPS
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 90
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE
FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
3. 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.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1735 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 1735 SQFT
INCREASE IN IMPERVIOUS AREA: 0_SQFT
IMPERVIOUS AREA REPLACED: 1735 SQFT
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY:
DD LW Bs NGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
A AS- BUILTS RECORD PLANS DESCRIPTION: MONUMENT 1047 - 3.5" CALTRANS INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE ME N D: AP VED: IMPROVEMENT PLAN FOR:
ALUMINUM DISC G LOCATION: IN SIDEWALK OVER THE SOUTHEAST END P QhVf PUBLIC WORKS DATE: / 1. m CARDIFF ACCESSIBILITY IMPROVEMENTS $I -123
OF THE NORTHEAST ABUTMENT OF THE MACKINNON ICK PSYHOGI T r ' PLANNING ILLIGAN EDWARD J. ER
AVENUE BRIDGE OVER I -5 / - /�i R.C.E. NO.: C067697 / APNS 261 - 031 -23 261 - 032 -28 261 - 032 -30 261 - 032 -31
RECORD FROM: ROS 18416 W REVIEWER > CITY E GIN > > s
N(C PSY IOS 7 ( «�r~� - ��31 + 4 SHEET 1 OF 5
ELEVATION: 231.69 DATUM: NAVD88 EDWARD J. I MER DATE INSPECTOR EXP.: 0612019 DATE DATE PLANNING CASE NO: CS18H TPM /TM /CDP /DR /MUP /MIN /EIA, etc.
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EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PETER MILLIGAN AT (760) 633 -2775,
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 DEVICES 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.
17. SEE SHEET 5 OF THIS PLAN SET FOR EROSION CONTROL.
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 (MOST 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, IF USED.
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 MAIL, DELIVERY, FIRE AND OTHER EMERGENCY VEHICLES SHALL BE
MAINTAINED AT ALL TIMES DURING PROJECT CONSTRUCTION.
FAMA.. 4 \ W
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
NTS
NOT TO SCALE
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
RW
RIGHT -OF -WAY
SCO
SEWER CLEANOUT
SD
STORM DRAIN
SDG &E
SAN DIEGO GAS & ELECTRIC
SDRSD
SAN DIEGO REGIONAL STANDARD DRAWING
SMH
SEWER MANHOLE
STD
STANDARD
SINK
SIDEWALK
TB
TOP OF BERM
TC
TOP OF CURB
TPM
TENTATIVE PARCEL MAP
TS
TRAFFIC SIGNAL
WM
WATER METER
WV
WATER VALVE
LEGEND
ITEM SYMBOL
SAW CUT LINE
CONCRETE CURB AND GUTTER
CONCRETE SIDEWALK
ASPHALT PAVING
ASPHALT GRIND AND OVERLAY
CONTOUR
2 11101810eZIZP►Ii E
LIMITS OF WORK /DAYLIGHT LINE
ULTIMATE RIGHT OF WAY LINE
EXISTING RIGHT OF WAY LINE
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EDGE OF PAVEMENT
WATER VALVE
FIRE HYDRANT
WATER METER
MAILBOX
SIGN
POWER POLE
EXISTING TREE
(220)
IMPROVEMENT ,/ CONTRACTOR NOTES
1. PERMIT SHALL BE OBTAINED FROM THE ENCINITAS SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET
RIGHT -OF -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. 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.
4. 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.
5. 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.
6. CONTRACTOR SHALL MARK AND MEMORIALIZE ALL BENCHMARKS IN WORK AREAS PRIOR TO START OF WORK. 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.
7. THE LOCATION OF EXISTING FACILITIES SHOWN ON THESE PLANS ARE APPROXIMATE.
8. 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 AND ENGINEER IN WRITING. THE CONTRACTOR
SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF
UTILITY INSTALLATION.
9. 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. CONTRACTOR SHALL VERIFY ALL ABOVE AND BELOW GRADE UTILITIES. SHOULD ANY DISCREPANCIES BE
FOUND BETWEEN THESE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE
DISCREPANCY IN WRITING AND GET RESOLUTION PRIOR TO PROCEEDING WITH CONSTRUCTION.
10. ALL CONTOUR LABELS AND ELEVATION CALLOUTS ARE IN UNITS "FEET ".
11. WHERE NOTED AS "MATCH ", NEW PAVEMENTS, SIDEWALKS, AND GRADES SHALL MATCH EXISTING GRADE ELEVATIONS AND
PROVIDE SMOOTH TRANSITIONS TO EXISTING. SHOULD ANY DISCREPANCIES BE FOUND BETWEEN THESE PLANS AND FIELD
CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE DISCREPANCY IN WRITING AND GET RESOLUTION
PRIOR TO PROCEEDING WITH CONSTRUCTION.
12. WHEN MATCHING EXISTING RIM ELEVATIONS OF UTILITY MANHOLES AND VAULTS, PAVEMENT SHALL PROVIDE SMOOTH
TRANSITIONS. CONTRACTOR SHALL ADJUST TO FINISH GRADE RIM ELEVATIONS OF MANHOLES, VALVE BOXES, VAULTS,
ETC. AS REQUIRED.
13. CONTRACTOR TO VERIFY ELEVATIONS AT TIE -IN AND /OR MATCH POINTS PRIOR TO STARTING PAVEMENT SECTION
CONSTRUCTION.
14. ALL COORDINATES AND DIMENSIONS ARE TO FACE OF CURB, OR EDGE OF PAVEMENT AND ARE IN FEET UNLESS NOTED
OTHERWISE.
15. THE WORKSITE SHALL BE KEPT CLEAN OF DEBRIS AND WASTE. DEBRIS AND WASTE SHALL BE DISPOSED OF AT APPROVED
SITES.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UtJIbIVCU t Y: UKHVVIV tSY: GFitGKtU ICY; NGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING N®.
DD LW BS
A AS- BUILTS ECORD PLANS DESCRIPTION: MONUMENT 1047 - 3.5" CALTRANS INT. DATE PLANS PREPARED UNDER SUPERVISION OF #EE N D. AP VED: IMPROVEMENT PLAN FOR:
ALUMINUM DISC �.� �;., LOCATION: IN SIDEWALK OVER THE SOUTHEAST END �- °� 0z f PUBLIC WORKS DATE: ,� r%« CARDIFF ACCESSIBILITY IMPROVEMENTS ��++ OF THE NORTHEAST ABUTMENT OF THE MACKINNON NICK PSYH GIGS DATE PLANNING 5 ILLIGAN EDWARD J. ER �7I ®123
AVENUE BRIDGE OVER 1 -5 r R.C.E. NO.: C067697 CIT E GIN ? APNS 261 - 031 -23, 261- 032 -26, 261 - 032 -30, 261 - 032 -31
RECORD FROM: ROS 18416 ` 8 19 REVIEWER v�PSY S •Z- ( Zm
ELEVATION: 231.69 DATUM: NAVD88 EDWARD . IMMER DATE INSPECTOR EXP.: 06/2019 DATE DATE PLANNING CASE NO: CS18H TPM /TM /CDP /DR /MUP /MIN /EIA, etc. SHEET 2 OF 5
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REPLACE rC' r"DO TO ZERO FACE CURB
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EXTENT OF 2" GRIND FS 69.76
AND OWRLAY
MATCH EXISTING AC_\
i -7--EX TREE TO BE
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ft CONTRACTOR
t>
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APN = W-02�--28
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CURB RAMP TYPE D PER
CITY OF SAN DIEGO SDG-137
MODIFIED 6" RETAINING CURB
IN LIEU OF FLARE
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TO ZERO FACE CURB
(6.77.)
MATCH EX.
IMPROVEMENTS
4',
EX TREE
PROTECT
--IN PLACE
CURB RAMP TYPE D PER
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MODIFIED 6" RETAINING CURB
IN LIEU OF FLARE
b VEHICULAR CONCRETE
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PLAN: NEWCASTLE AVENUE
GRIND AND OVERLAY
SA WCU T LINE OR EDGE OF PA VEMEN T I (18- PER PLAN)
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SMOOTH
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A
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NOTES
. . ........ - -----------
CONCRETE SIDEWALK
TACK COAT
v CONCRETE KICK-OUT
PER ADDENDUM I FOR
1>
CONCRETE KICK-OUT MINIMUM SIDEWALK
L7 - EXIS71NG AC
PER ADDENDUM 1 FOR WIDTH AT EXISTING ASPHALT GRIND AND PCC CURB AND
1> GUTTER
TREES
MINIMUM SIDEWALK OVERLAY (SEE DETAIL) PAVEMENT AND BASE
WD 7H AT EXISTING
RIW---
TREES
L ASPHALT PAVING
ADJUST STREET LIGHT PULL-BOX TO GRIND AND OVERLAY DETAIL
(MATCH EXISTING)
EXISTING SURFACE AS REQUIRED TO NOT TO SCALE
---------------PROWDE NO CHANGES IN LEVEL IN
CONCRETE KICK-OUT
0 5 10 15 1
IN FEET
1 inch = 5 ft.
ED BY: GN 1 DRAWN
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVALS DESI uu I LW BY: CHECKE D BY:— 1 B6 F
,nNGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
REVISIONS TO AC GRIND & OVERLAY AND CONCRETE DESCRIPTION: MONUMENT 1047 - 3.5" CALTRANS INT. DATE PLANS PREPARED UNDER SUPERVISION OF IMPROVEMENT PLAN FOR:
POP -0075 ADDED ALUMINUM DI RE EN D. AP VED:
- LOCATION: IN SIDEWALK OVER THE SOUTHEAST END f120 I PUBLIC WORKS DATE:
— OF THE NORTHEAST ABUTMENT OF THE MACKINNON NICK PSYHOGIOS DATE CARDIFF ACCESSIBILITY IMPROVEMENTS SI-123
AVENUE BRIDGE OVER 1-5 PLANNING R.C.E. NO.: C067697 T ILLIGA EDWARIDi. V ER APNS 261-031-23, 261-032-28, 261-032-30, 261-032-31
RECORD FROM: ROS 18416 k16119 CITY ENGIN .
REVIEWER rrtr
YR q 2-g;,( 9
ELEVATION: 231.69 DATUM: NAVD88 EDWA J. WIMMER ATE
NICKPS '515GIOS_ -Z-L(,Z-L(f
INSPECTOR EXP.: 06 DATE DATE' PLANNING CASE NO: CS18H TPM/TM/CDP/DR/MUP/MIN/EIA, etc. SHEET OF 5
HA1 500\1 525.40 - City of Encinitas - Cardiff Accessibility I mprovements\Eng ineering\Plans\Design DevelopmenAl 525.40 1 P-03. dwg
EXTENT OF ;2" GRIND I j I
AND REPAVE,
MATCH EXIS77NG AC RELOCATED EXIST
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MATCH EXISTING. , , ~ WOOD PICKET
REPLACE TO ` = 112 0 DOUBLE I FENCE TO BACK
NEAREST JOINT , — � ` YELLOW STRIPE OF PROPOSED
(�' -) MATCH-EXIS7ING. CURB
�� ' — _ I REPLACE TO � �
6 °' RETAINING a ~' ~ 11 - NEAREST JOINT q
~~ �~ -~
APN
261-061-34 CURB ~ -. (TIP.) 11
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~ ~ - ~ -----::�--���-���--Zz�--,��-z:��,z�-,-,:, \
CURB RAMP T1PE C a ~ `` = `� a a CURB RAMP TYPE C PER
PER SDRSD G -29 ~ _ '~ ` `- , ` . o SDRSD 0-29
~, -
TO BE DESIGN IN -' ~ �z~ FIELD
TO BE IN FIE
O ° ° : .~ MODIFIED TO OMIT
FELD MODIFIED TO o 0 0 ° ~' - , I~ ° a GROOVES (TYP.)
APPROXIMA7E OMIT GROOVES (TIP.) o pov 0g ``' -` ~~ `
( ) °o 0000 _...`— ~,.,�.. = ~:�
ROW TYP °oa °0000;.: ~~ �` ° o0
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MATCH EXISTING. o °o ° °oo° M1 _ RETAINING,
o °o oo°o� 6 RE7
REPLACE TO ° Y-� ~ _ „ ~ a .. ° °0000 0p0 ° a CURB
NEAREST JOINT ° - _ `
Q�. �...
y z
COMPLETE ` 4 Z. ~ �„ ` I 11 ° W () TE
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- - -- INTERSECTION I _ _ `
EXTENT OF 2" GRIND 2" GRIND & I � -~ `„ °
I AND REPAVE, OVERLAY (TIP.) .
_ .� "-- -: ~
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- - - - --- `' ~
ti ~ AVE
—t -- ~ ~, ~. -- "_ ' ~- _ � _ -- - -- -~ PTH. PROVIDE SMOOTH
` M1 ..
B °
i 11 11 11 I " _ `_, ~ _ ``- ~~... ~ a MATCH TRANSITION 70 EXISTING
= `..`
~ ~~
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_. d ~ "
- _ '_ _ =' , - .. ~,~ r MATCH EXISi1NG. 11 _.. , , __ ~. ~„ _ _ 9 ~ = REPLACE 11 EX „ „_,~ ~
CURB TYP ~ ~ ~. -_ _~ ~_ ~ _ :, _ ~ ~ _ '~ ; ~.~ ~ - ~_
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NEWCASTLE AVE - _ ~ ~ _ �� ~ _ _ , _ __~ _ ��
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- -_ _ ~,..
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, . — „~. ~ BARS
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OR tXISTING AC
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P MATCH EX. IMPROVEMENTS D LIP 77 ".GROOVES (TYP.) -� CRO LK - - --
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PROTECT IN PLACE EXISIING SIGN ° poi o° ° FS 773:~ =" "' ~" ''_` ` ° "9° (MATCH EXISTING)
r TO 77.85 o o A o p :.. ~ J8 ~~ °p°�on°o°
I' FS 77.55 0 ti� TC 77.55 -� ~ o0 0 °° °
j - a - - ~ ~_ - ~ °o °QOO° o °o ASPHALT GRIND AND OVERLAY�REPAVE ��
o o R 77.20 ~: oao /�
R � `\ \> FS 7 .3 ,n`? u : " - p°°
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ry,
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V FS 77.35 / �~
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_ _ _ ~ ,§ a PER SDRSD G 29 ROW (T?P)
6" RETAINING ° 0 1.5 = ' �_= _ - `ti TO BE DESIGN IN
CURB _ �, IE TO
""rv~, "..,.. _M ti 1 -_: ~ ti., ti" ti
-___ FIELD
---- ._ -� _ - __ GB_ OMIT GROOVES
MODIFIED
b i I � MODIFIED CURB = 1 (m) AI�N
6" WIDE RETAINING CURB TO 77.91 , 1\ ,SAND GUTTER PER -, ry a 6" RETAINING
- 2 ~~
FS 7741 ': t SDRSD G -02, _ ~ - --
HEIGHT VARIES - - `_� -� ,
TC 77.91 4 CU 2651-041-80-00
errr _ _ _ " °
l / I/{ 0 4 B
r -- _ �� "
-~ FS 77.55 _ _, R
lll� MATCH EX. IMPROVEMENTS P(FL 77.15)
_ v T~ , � - "- Z' ,_ ~ MATCH EXISTING. - REPLACE TO
v � ~ ~ �� � � NEAREST J01
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APN 261 - 032 -30 RW - Rl =` - _ _- w - - i
_ _
_ - _
! C �-_ ° _
- 1
rn
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- PLACE ALLIMPROVEME
lu IRRIQATION AND PLANT1No
/ � ...,,::;`~ _ ,,..� ,�.. ,,. -.�. ® ~-� ,.. _ EXTENT OF 2" GRIND PRIVATE PROPERTY AND AT BACK IN 1`) V 71.30' DOUBLE AND REPAVE, CUR
YELLOW STRIPE MATCH EXIS77NG AC
r�
0 5 10 15 ' I ' �
( IN FEET )
PLAN: NEWCASTLE AVENUE -CHESTERFIELD DRIVE
-
1 inch = 5 ft. 1" = 5'
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: NGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
q AS- BUILTS RECORD PLANS DESCRIPTION: MONUMENT 1047 - 3.5' CALTRANS INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE EN D: AP VED: IMPROVEMENT PLAN FOR:
ALUMINUM DISC Q n
LOCATION: IN SIDEWALK OVER THE SOUTHEAST END / , �E�/l PUBLIC WORKS DATE:.' 71 9'
OF THE NORTHEAST ABUTMENT OF THE MACKINNON. NICK PSYHOGIOS DATE CARDIFF ACCESSIBILITY IMPROVEMENTS I®
PLANNING '03 T 'uLLIGAN EDWARD J. ER APNS 261 ®031 -23 261 - 032 -26 261 - 032 -30 261 - 032 -31
AVENUE BRIDGE OVER I-5 R.C.E. NO.: C067697 CITE GIN e s
RECORD FROM: ROS 18416 �� a ?.L REVIEWER - - -- V, (,Z-/(y 231.69 DATUM: NAVD88 EDWARD IMMER ATE NI K PSY IOS EXP.: 0612019 � 13 ZO+ S
___ INSPECTOR DATE 1�ATF PI ANNINr, CARF NCI` CS18H TPnnITI\A /( nP /nR /nAl IP /n41nVFIA o +r i 426JCCY A PiC &
H: \1500 \1525.40 - City of Encinitas - Cardiff Accessibility Improvements \Engineering \Plans \Design D eve lopment \1525.40 IP- 03.dwg
I
A
AVENUE
GRAVEL BAG BERM
PER SC -6 (TYR.)
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D Op I
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D
D
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♦ _
SS -1 SCHEDULING PER SS -1
SS -2 PRESERVA77ON OF EXIS77NG VEGETARON PER SS -2
®® SILT FENCE PER SC -1
GRAVEL BAG PER SC -6
FOR INACTIVE AREAS OF CONSTRUCTION
CONTRACTOR SHALL PROVIDE SOIL STABILIZA77ON LIMPS TO ANY
AREAS OF CONSTRUCRON THAT HAVE BEEN DISTURBED (INCLUDING
FLAT — GRADED AREAS) AND ARE NOT SCHEDULED TO BE
RE— DISTURBED FOR AT LEAST 14 DAYS.
SOME OF THE SOIL STABILIZA71ON LIMPS THAT CAN BE UTILIZED,
AND CAN BE USED IN CONJUNCTION WITH EACH OTHER, OR USED
WI774 OTHER SOIL STABILIZA77ON AND SEDIMENT CONTROL BMPS TO
REDUCE EROSION AND SEDIMENT AND POLLU77ON TRANSPORT ARE
— HYDRAULIC MULCH (SS -3)
— HYDROSEEDING (SS -4)
— SOIL BINDERS (SS -5)
— STRAW MULCH (SS -6)
— ROLLED EROSION CONTROL PRODUCTS (SS -7)
— WOOD MULCH (SS -8)
* WHEN PLANTING OR HYDROSEEDING METHODS ARE SELECTED FOR
EROSION CONTROL, THE VEGETATIVE COVER MUST BE PLANTED BY AUGUST
157H AND ESTABLISHED BY OCTOBER 1ST: IF IN THE OPINION OF THE CITY
INSPECTOR THE VEGETATIVE COVER IS NOT ESTABLISHED BY OCTOBER 1ST
ADDITIONAL HYDRAULIC OR PHYSICAL EROSION CONTROL BMPS WILL BE
REQUIRED.
p
n i ISS -2
SILT FENCE PER SC -1 (TYR.) SEE DETAIL BELOW
0 5 10 15
( IN FEET
1 inch = 5 ft.
A
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SOON
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SILT FENCE PER SC —i (. ) it
r a v
PLAN: INTERSECTION
NEWCASTLE AVE - CHESTERFIELD DR
10 — 10°
1. SET POSTS AND EXCAVATE A 4 BY ,I POSTS.
PY 10 CM) 7RENCH UP SLOPE FROM
ALONG THE LINE OF POSTS. ... �. ■ ■ ■u■■'i■ ■■ ■ ■ ■ ■� II
J. ATTACH THE FILTER FABRIC TO THE WRE 4. BACKFILL AND COMPACT THE EXCAV4_TTJ
FENCE AND EXTEND IT INTO THE 7RENCH. SOIL.
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T L 1171:
- .r�1Vll =ii—
.— II =4 �i
G
TYPICAL SILT PENCE
NOT TO SCALE SEE PLAN ABOVE
SEE PLAN ABOVE
R/W
R
1W
DATE
GRAVEL BAG SPACING-
AS -BUI,LT APPROVALS
UtsIGNtU �Y:
DRAWN BY:
CHECKED D BY:
NGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
: u m c5
GRADE INTERVAL
q
REVISIONS TO AC GRIND & OVERLAY AND CONCRETE
DESCRIPTION: MONUMENT 1047 - 3.5' CALTRANS
ALUMINUM DISC
LOCATION: IN SIDEWALK OVER THE SOUTHEAST END
OF THE NORTHEAST ABUTMENT OF THE MACKINNON
C 'A
^� QZY�
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE:.' .
R.C.E. NO.: C067697
41C %Psy lO S EXP.: 06/2019
RE EN D: AP VED:
T ILLIGAN EDWARD J. ER
clTXj E GIN
Z_������ "'> 13t Z°r'
DATE DATE
IMPROVEMENT PLAN FOR
CARDIFF ACCESSIBILITY IMPROVEMENTS
APNS 261- 031 -23, 261- 032 -28, 261- 032 -309 261 - 032 -31
PLANNING CASE NO: CS18H TPM /TM /CDP /DR /MUP /MIN /EIA, etc.
I ®123
POP -OUTS ADDED
z o �
PUBLIC WORKS
LESS THAN J% 100 FEET
cC)
NICK PSYHOGIOS DATE
�� u
PLANNING
c°n
3% — 69 50 FEET
RECORD FROM: OSE 8416
ELEVATION: 231.69 DATUM: NAVD88
REVIEWER
OVER 6% 25 FEET
GRAVEL BAGGING ON STREETS
EDWARD IMMER ATE
,- INSPECTOR
SHEET 5 OF 5
Q� �F 2 BAGS HIGH ®
EMBED FIRST ROW OF GRAVEL
BAGS HALF DEPTH
LOW POINT
® ® ®®
OPENING AT INLET
3 BA CH
EMBED FIRST ROW OF GRAVEL
BAGS HALF DEPTH
TYPICAL INLET DETAIL
BAG EMBEDDING DETAIL
GRAVEL BAGS OVERLAP
ONTO CURB -�
3 FT (0.9 M) MIN.
NOT TO SCALE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUI,LT APPROVALS
UtsIGNtU �Y:
DRAWN BY:
CHECKED D BY:
NGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
q
REVISIONS TO AC GRIND & OVERLAY AND CONCRETE
DESCRIPTION: MONUMENT 1047 - 3.5' CALTRANS
ALUMINUM DISC
LOCATION: IN SIDEWALK OVER THE SOUTHEAST END
OF THE NORTHEAST ABUTMENT OF THE MACKINNON
C 'A
^� QZY�
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE:.' .
R.C.E. NO.: C067697
41C %Psy lO S EXP.: 06/2019
RE EN D: AP VED:
T ILLIGAN EDWARD J. ER
clTXj E GIN
Z_������ "'> 13t Z°r'
DATE DATE
IMPROVEMENT PLAN FOR
CARDIFF ACCESSIBILITY IMPROVEMENTS
APNS 261- 031 -23, 261- 032 -28, 261- 032 -309 261 - 032 -31
PLANNING CASE NO: CS18H TPM /TM /CDP /DR /MUP /MIN /EIA, etc.
I ®123
POP -OUTS ADDED
PUBLIC WORKS
NICK PSYHOGIOS DATE
�� u
PLANNING
RECORD FROM: OSE 8416
ELEVATION: 231.69 DATUM: NAVD88
REVIEWER
EDWARD IMMER ATE
,- INSPECTOR
SHEET 5 OF 5
� i ouW i aca.l+u - viry ur cncmiias - carom mccessionay improvemems�tngineenngNrians wesign ueveiopmenmon.4u IF_u4.awg