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WORK 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 (Ys) 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.
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:
SEWERS - LWD - (760)- 753 -0155
GAS & ELECTRIC - SDGE - (760)- 438 -6200
WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600
TELEPHONE - SBC BELL - (760)- 489 -3411
CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233
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.
GE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE
U L S VtT 2 } 1 MJ1 3/17/16 THE BENCH MARK IS 3.5° CALIFORNIA
DEPARTMENT OF TRANSPORTATION
ALUMINUM DISK IN THE SIDEWALK OVER HORIZONTAL: N/A
THE SOUTHEAST END OF THE NORTHEAST
ABUTMENT OF THE MACKINNON AVENUE VERTICAL: N/A
BRIDGE OVER INTERSTATE HIGHWAY 5.
NA \/h RR Fl F \ /ATInN - 931 RQ1 CFT
PLANS FOR THE CONSTRUCTION OF
MACKINNON AVENUE
SIDEWALK IMPROVEMENTS
IN THE
CITY OF ENCINITAS
F
t w 20,
SAN A FE DRI F
ELIJO
VICINITY MAP
NOT TO SCALE
PROJECT LOCATION
THE INTERSECTION OF MACKINNON
AVENUE AND VILLA CARDIFF DRIVE.
ENCINITAS, CALIFORNIA 92024
SHEET INDEX
SHEET DESCRIPTION
1 TITLE SHEET
2 ABBREVIATION LIST, LEGEND AND IMPROVEMENTS NOTES
3 DEMOLITION PLAN
4 SIDEWALK LAYOUT PLAN
5 SIDEWALK DETAILS (1 of 2)
6 SIDEWALK DETAILS (2 of 2)
7 MISCELLANEOUS DETAILS
N v 5
15092 AVENUE OF SCIENCE, SUITE 200
SAN DIEGO, CA 92128
P: 858.385.0500 WWW.NV5.COM
AS -BUILT
C.
69107
* **4
\TF OF CA0k)!P/
PLANS
k 0.: 3/2718
NAME DATE TAMARA O'NEAL
PROJECT DRAWINGS AND SPECIFICATIONS
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
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.
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 ONE 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 TO 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.
8. 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, OWNER 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.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 7710 SOFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 7760 SOFT
INCREASE IN IMPERVIOUS AREA: 50 SOFT
IMPERVIOUS AREA REPLACED: 1305 SOFT
FIELD OPERATIONS
PLANNING & BUILDING
Z.
DATE NAME DATE
Y` ENGI ING DIVISION APPROVALS
SUPERVISION OF RECOMMENDED: p
AJD R VED:
DATE: 05/dk/17 AM /,�e
R.C.E. NO.: 69107 MATTHEW WI ELSKIrWI ELSKI RO �INO/
630/2018 R. E. 2311287 DATE-
EXP.: . -U3 T --q-4-8-
I BMP PROJECT STATUS I
STANDARD STORMWATER PROJECT
SAN DIEGUITO
WATER DISTRICT
ME DATE
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
IMPROVEMENT PLAN FOR:
MACKINNON AVENUE
SIDEWALK IMPROVEMENTS
DRAWING NO.
SI -112
SHEET 1 OF 7
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PROJECT
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LOCATION
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O
ELIJO
VICINITY MAP
NOT TO SCALE
PROJECT LOCATION
THE INTERSECTION OF MACKINNON
AVENUE AND VILLA CARDIFF DRIVE.
ENCINITAS, CALIFORNIA 92024
SHEET INDEX
SHEET DESCRIPTION
1 TITLE SHEET
2 ABBREVIATION LIST, LEGEND AND IMPROVEMENTS NOTES
3 DEMOLITION PLAN
4 SIDEWALK LAYOUT PLAN
5 SIDEWALK DETAILS (1 of 2)
6 SIDEWALK DETAILS (2 of 2)
7 MISCELLANEOUS DETAILS
N v 5
15092 AVENUE OF SCIENCE, SUITE 200
SAN DIEGO, CA 92128
P: 858.385.0500 WWW.NV5.COM
AS -BUILT
C.
69107
* **4
\TF OF CA0k)!P/
PLANS
k 0.: 3/2718
NAME DATE TAMARA O'NEAL
PROJECT DRAWINGS AND SPECIFICATIONS
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
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.
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 ONE 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 TO 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.
8. 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, OWNER 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.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 7710 SOFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 7760 SOFT
INCREASE IN IMPERVIOUS AREA: 50 SOFT
IMPERVIOUS AREA REPLACED: 1305 SOFT
FIELD OPERATIONS
PLANNING & BUILDING
Z.
DATE NAME DATE
Y` ENGI ING DIVISION APPROVALS
SUPERVISION OF RECOMMENDED: p
AJD R VED:
DATE: 05/dk/17 AM /,�e
R.C.E. NO.: 69107 MATTHEW WI ELSKIrWI ELSKI RO �INO/
630/2018 R. E. 2311287 DATE-
EXP.: . -U3 T --q-4-8-
I BMP PROJECT STATUS I
STANDARD STORMWATER PROJECT
SAN DIEGUITO
WATER DISTRICT
ME DATE
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
IMPROVEMENT PLAN FOR:
MACKINNON AVENUE
SIDEWALK IMPROVEMENTS
DRAWING NO.
SI -112
SHEET 1 OF 7
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EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT 1- 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 (407.). 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
THE COORDINATES ARE REFERENCED TO THE NORTH
AMERICAN DATUM OF 1983 AND ARE EXPRESSED IN
TERMS OF THE CALIFORNIA COORDINATE SYSTEM ZONE VI,
NAD83, AT EPOCH 1991.35, AND ARE BASED ON POINT
1047 FROM THE PUBLISHED SAN DIEGO COUNTY RECORD
OF SURVEY 18416. THE GRID VALUE FOR 1047=
N- 1956319.791 SFT, E- 6246846.538 SFT.
BASIS OF BEARINGS:
BEARINGS ARE REFERENCED TO GRID NORTH AS DEFINED
BY THE CALIFORNIA COORDINATE SYSTEM ZONE Vi,
NAD83, AND ARE BASED ON THE CALCULATED LINE FROM
POINT 1047 TO POINT 1048 FROM THE PUBLISHED SAN
DIEGO COUNTY RECORD OF SURVEY 18416, SAID
BEARING = N4030'49 "W.
BASIS OF ELEVATION:
ELEVATIONS ARE REFERENCED TO NAVD88, UTILIZING
GEOID12A AND DETERMINED LOCALLY BY POINT 1047
FROM THE PUBLISHED SAN DIEGO COUNTY RECORD OF
SURVEY 18416
NAVD88 ELEVATION = 231.691SFT.
N v 5
15092 AVENUE OF SCIENCE, SUITE 200
SAN DIEGO, CA 92128
P: 858.385.0500 WWW.NV5.COM
ABBREVIATIONS LEGEND
ITEM STD. DWG
AC
ASPHALT CONCRETE
CONCRETE CURB &GUTTER
SDRSD G -2
APN
ASSESSOR'S PARCEL NUMBER
AS -BUILT
DESIGNED BY. I DRAWN Y:
BC
BOTTOM OF CURB
CONCRETE SIDEWALK
SDRSD G -7
EX
EXISTING
FG
FINISH GRADE
3/2,7/19
THE BENCH MARK IS 3.5" CALIFORNIA
DEPARTMENT OF TRANSPORTATION
ALUMINUM DISK IN THE SIDEWALK OVER
THE SOUTHEAST END OF THE NORTHEAST
ABUTMENT OF THE MACKINNON AVENUE
BRIDGE OVER INTERSTATE HIGHWAY 5.
ninvnRR F-1 FvGTInnl = 93i FQ1 SFT
GV
GAS VALVE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 05/84/17
Q R.C.E. NO.: 69107
/ ` • Q
TAMARA O'NEAL EXP.: Q, 0 2018
RECOMMENDED: PROVED:
mL' �1
,,
MATTHEW WI ELSKI B O
DATE: _5/17 17 DATE: 5117 1 7
R.C.E. R.C.E.
LF
LINEAR FEET
1
MB
MAILBOX
"LADDER" CROSSWALK
CALTRANS A24F
PP
POWER POLE
YELLOW THERMOPLASTIC
RRFB
SOLAR RECTANGULAR RAPID FLASHING BEACON
SS
SEWER CLEANOUT
SHEET 2 OF 7
SDG &E
SAN DIEGO GAS & ELECTRIC
SDRSD
SAN DIEGO REGIONAL STANDARD DRAWING
STD
STANDARD
LIMIT LINE (STOP LINE)
CALTRANS A24E
TC
TOP OF CURB
TL
TELEPHONE
WM
WATER METER
Y4" GALVANIZED STEEL
WV
WATER VALVE
PLATE (SIZE PER PLAN)
3.5' TO 9'
REMOVE AC DIKE
CONSTRUCT NEW CURB AND
GUTTER PER SDRSD G -2-J
2'
IN
EXIST
14.54'
4" AC
6" CLASS II BASE
Y.!
EXISTING
PAVEMENT
SECTION i
EXIST
MACKINNON AVENUE
SECTION A -A
PAVEMENT SECTION (4" AC / 6" CLASS II BASE)
DIRECTION OF FLOW
LIMITS OF DEMOLITION
EXISTING ASPHALT TO BE REMOVED
TRUNCATED DOMES
RIGHT -OF -WAY LINE
1'
�I
31
vail
I�
4" AC
6" CLASS II BASE
SDRSD G -30
6' TO 12'
REMOVE EXISTING AC
PAVEMENT AND
SUBBASE, CURB,
GUTTER AND SIDEWALK
1.5'. 5'
PER
SDRSD G -7
CONSTRUCT NEW CURB AND
GUTTER PER SDRSD G -2
SYMBOL
O
R/W
IMPROVEMENTS
1. A 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. 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.
6. 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.
7. 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.
8. 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.
9. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE.
10. 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.
11. 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.
C.
69107
* O v
\TF OF CAO
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS -BUILT
DESIGNED BY. I DRAWN Y:
I CHE KED Y:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
CHANGE N0.
AS - BUI MS . • ` .3 --
M W
3/2,7/19
THE BENCH MARK IS 3.5" CALIFORNIA
DEPARTMENT OF TRANSPORTATION
ALUMINUM DISK IN THE SIDEWALK OVER
THE SOUTHEAST END OF THE NORTHEAST
ABUTMENT OF THE MACKINNON AVENUE
BRIDGE OVER INTERSTATE HIGHWAY 5.
ninvnRR F-1 FvGTInnl = 93i FQ1 SFT
HORIZONTAL: N/A
VERTICAL: N/A
3/27��8
PLANS PREPARED UNDER SUPERVISION OF
DATE: 05/84/17
Q R.C.E. NO.: 69107
/ ` • Q
TAMARA O'NEAL EXP.: Q, 0 2018
RECOMMENDED: PROVED:
mL' �1
,,
MATTHEW WI ELSKI B O
DATE: _5/17 17 DATE: 5117 1 7
R.C.E. R.C.E.
IMPROVEMENT PLAN FOR:
MACKINNON AVENUE
SIDEWALK IMPROVEMENTS
WORK ORDER NO: CS17C
5� -112
1
SHEET 2 OF 7
NAME DATE
( i
APN: 260- 182 -14 I
4
t
i
I
I
i
R/W 16'
\ II
\ I 1
\ I I
1
I !
O
T
0
3
r•i
O
U
1
c
c
Y
O
O
O
it
O N V 5
O
O
0
N
15092 AVENUE OF SCIENCE, SUITE 200
o SAN DIEGO, CA 92128
/
P: 858.385.0500 WWW.NV5.COM
E
0
U
ICHANGE N0. DESCRIPTI
1 I As - 8u L
0
i
E
z
BEGIN REMOVAL OlFjCONCRETE
CURB & GUTTER' AND SIDEWAL
(APPROXIMATELY 120, LF)
N: 1956482 62 11111
F. B94rA1714 I (t1
I ill l
I III I
I. 1111 3
I II I
I . III I
p° II 1 I
I. O .III I
I II i 1
1 II I,I
4 II L'I
II I I
II 1,I
END REMC
CURB &
N: 195644
E: 624681
i
BEGIN REMOVAL OF AC
/(APPROXIMATELY 10 LF
N: 1956470.54
E: 624833.50
10' -5"
L 'o
END REMOVAL OF AC DIKI
N: 1956461.54
E: 6246833.36
`4
CONCRETE 1
I \ n
16 1
I \ f
IIj ;
I�
W
O
END REMOVAL
OF AC PAVEME
N: 1956480.59
E: 6246896.06
END REMOVAL \
OF AC PAVEMENT \
N: 1956464.48 \ /\
X E: 6246898.59
17'
r3
BEGIN REMOVAL
OF AC PAVEMENT /� 89-10"
N: 1956459.60
E: 6246896.52 ��
BEGIN REMOVAL OF AC DIKE �// 18
APPROXIMATELY 35 LF
N: 1956443.65 /
E: 6246882.77
i
BEGIN REMOVAL OF CONCRETE
CURB -1 GUTTER AND SIDEWAL
(APPROXIMATELY 40 LF)
N: 1956406.95
E: 6246884.02
\ CALTRANS R/W
FF
I \
\
I \
APPROVED DATE BENCHMARK
J 3/17//f THE BENCH MARK IS 3.5" CALIFORP
DEPARTMENT OF TRANSPORTATION
ALUMINUM DISK IN THE SIDEWALK (
THE SOUTHEAST END OF THE NORT
ABUTMENT OF THE MACKINNON AVE
BRIDGE OVER INTERSTATE HIGHWAY
NAVr)88 F1 FVATION = 931 R91 SFT
i
r'\
\ °f O r
r
r t3
rr 19
END REMOVAL OF AC DIKE
9 BEGIN REMOVAL OF AC PAS
(APPROXIMATELY 11 LF)
N: 1956470.36
E: 6246899.80
1
? BEGIN REMOVAL OF CONCRETE
\ CURB & GUTTER AND SIDEWAL
(APPROXIMATELY 17.5 LF)
N: 1956482.91
a E: 6246929.73 PLC
l
'' °` REMOVAL OF CONCRETE
\ CURB & GUTTER AND SIDEW
rNN 95646720
246936.77
\\
R/W
117 \l
BEGIN REMOVAL OF CONCRETE �' !{ \
CURB &GUTTER AND SIDEWALK_
(APPROXIMATELY 25 LF) t' \
N: 1956434.69 t*`'
E: 6246951.53
,
PL
\ \\ da 14
1 \ \\ Q \\ 7
\ \k A
r
i BEGIN REMOVAL OF AC PAVEMENT
�
,.J _ d �° END REMOVAL, OF CONCRETE
1 4 b aA•� CURB & GUTTER AND SIDEWALK
1 � -4 ° /(APPROXIMATELY-,, 15 LF)
r N: 1956402.45
1 f)� E: 6246932.04
E: 6246937
APN: 260- 730 -65
APN: 260- 730 -66
END REMOVAL OF CONCRETE
CURB & GUTTER AND SIDEWALK
�V ' N: 1956413.36
a E: 6246961.16
;� APN: 260- 730 -67
ale r
l �
R/W1 ty 4;
1
,
1 j
l i=
i
SCALE
AS -BUILT
UtJlCirvtu CT:
UKAWN UT:
(Htt KtU
t3 Y:
ENGINEERING DIVISION APPROVALS
HORIZONTAL: 1"=10'
VERTICAL: N/A
Q. �{!/ 3/27//8
PLANS PREPARED UNDER SUPERVISION OF
DATE: 05 17
e� R.C.E. NO.: 69107
TAMARA O'NEAL EXP.: F,�30 /2018
RECOMMENDED: OV
MATTHEW WIDELSKI ROB �A O
DATE: 5 17/ 7A DATE. r 7
R.C.E,_G_� -jOg� R.C.E.
NAME DATE
DEMOLITION NOTES
1. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL
CITY OF ENCINITAS ORDINANCES.
2. WITHIN THE SUBJECT WORK AREA, THE INTENT IS TO HAVE A CLEAN,
CLEAR SITE, FREE OF ALL EXISTING ITEMS NOTED TO BE REMOVED IN
ORDER TO PERMIT THE CONSTRUCTION OF THE NEW PROJECT.
3. ALL ITEMS NOTED TO BE REMOVED SHALL BE DONE SO AS PART OF
THE CONTRACT FOR GENERAL CONSTRUCTION.
4. FOR ALL ITEMS TO BE REMOVED - REMOVE NOT ONLY THE ABOVE
GROUND ELEMENTS, BUT ALL UNDERGROUND ELEMENTS AS WELL
5. LIMITS OF REMOVAL SHOWN ON DEMOLITION PLAN ARE APPROXIMATE
ONLY. ACTUAL QUANTITIES MAY VARY DUE TO CONSTRUCTION
ACTIVITIES. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION,
REMOVAL AND RESTORATION WORK NECESSARY TO PERMIT
CONSTRUCTION OF THE PROPOSED PROJECT.
6. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF THE
TEMPORARY CONSTRUCTION FENCE IN THE FIELD WITH THE OWNERS
AND THE CITY OF ENCINITAS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE
AND PROTECTION OF TRAFFIC THROUGHOUT CONSTRUCTION AND
SHALL INSTALL TRAFFIC CONTROL DEVICES, SIGNAGE, AND UTILIZE
FLAGMEN AS NECESSARY. TRAFFIC CONTROL DEVICES SHALL BE IN
ACCORDANCE WITH THE CITY OF ENCINITAS REQUIREMENTS.
DEMOLITION KEY NOTES
Q1 SAWCUT AND REMOVE CURB, GUTTER, AND SIDEWALK
SAWCUT AND REMOVE AC DIKE
O SAWCUT AND REMOVE AC PAVEMENT
Q PROTECT MANUAL AIR RELEASE VALVE IN PLACE
O PROTECT EXISTING WATER VALVE IN PLACE
PROTECT EXISTING DRIVEWAY
O PROTECT EXISTING STREET LIGHT IN PLACE
O PROTECT EXISTING CONCRETE SWALE IN PLACE
O PROTECT EXISTING WATER METER IN PLACE
10 PROTECT EXISTING STREET SIGN IN PLACE
11 RELOCATE MAILBOX DURING CONSTRUCTION. CONTRACTOR
TO COORDINATE TEMPORARY PLACEMENT WITH RESIDENT
12 PROTECT EXISTING FIRE HYDRANT IN PLACE
13 SANDBLAST AND REMOVE EXISTING WHITE TRAFFIC STRIPE
14' REMOVE EXISTING SURVEY PIN
15- PROTECT EXISTING POWER POLE IN PLACE
i6 PROTECT EXISTING SIDEWALK IN PLACE
17 REMOVE AND RELOCATE EXISTING STREET NAME SIGN
18 REMOVE AC DIKE
19; PROTECT EXISTING SURVEY MONUMENT IN PLACE
10 0 10 20
SCALE: 1"=10'
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
IMPROVEMENT PLAN FOR:
WORK ORDER NO: CS17C
MACKINNON AVENUE
SIDEWALK IMPROVEMENTS
69107
\TF
OF-
DRAWING NO.
SI -112
SHEET 3 OF 7
I
APN: 260- 182 -14
0
M
m
I
n
0
N
O
3
0
0
U
I
Q
Y
U
O
i
i
0
U
M
O
m
O N V 5
O
O
O
I
r
O
N
15092 AVENUE OF SCIENCE, SUITE 200
o SAN DIEGO, CA 92128
P: 858.385.0500 WWW.NV5.COM
0
U
CHANGE NO. DESCRIP"
IN I As - a v vT
0
I
R/W
I
� I
I
u,
4
a0 � 19
a + 5 I
oa
\� 4 �� \
Ile
'4
1 \
\ \
1
r
5
{ j /
z �, n
\ 11' 1�7
-N;
;I \
.y
t
W
O
F--i
/
\ CALTRANS R/W
/
stl
I \
I \
\
I \
APPROVED DATE BENCHMARK
MJW 3/2'1/10 THE BENCH MARK IS 3.5" CALIFORNIA
DEPARTMENT OF TRANSPORTATION
ALUMINUM DISK IN THE SIDEWALK OVE
THE SOUTHEAST END OF THE NORTHE
ABUTMENT OF THE MACKINNON AVENL
BRIDGE OVER INTERSTATE HIGHWAY 5.
NAVnRR FI FVATI(1N = 931 RQ1 4FT
SCALE
/
m
A \
\; \\ lR /W
Aa,
s
AS -BUILT
12
9 \ 1 Q
Qo O
a 9
i \ 19
i \17 4 \
0 \ , \.
"�
s\ \ 1
vo! t
°\ \ �\
\\
t
APN: 260- 730 -65
APN: 260 - 730 -66
N: 260- 730 -67
i
ROY
R/W
s
i ti h
l
li
1 �
PL
ENGINEERING DIVISION APPROVALS
HORIZONTAL: 1' =10"
VERTICAL: N/A
14 3/27//8
PLANS PREPARED UNDER SUPERVISION OF
/ DATE: 05 17
/ C �C ' R.C.E. NO.: 69107
TAMARA O'NEAL EXP.: 6730 /2018
RECOMMENDED: AP ROVED:
of
9g tr
MATTHEW WIDELSKI 0 0
R CTE.Z=Odsl DATE: . s /,7P
NAME DATE
CONSTRUCTION KEY NOTES
Qt CONCRETE SIDEWALK PER SDRSD G -7
O MODIFIED TYPE 'C' CURB RAMP PER SDRSD G -29, SEE DETAIL A AND B, SHEET 5
O MODIFIED TYPE 'D' CURB RAMP PER SDRSD G -31, SEE DETAIL C, SHEET 6
4O CURB AND GUTTER PER SDRSD G -2
YELLOW THERMOPLASTIC "LADDER" CROSSWALK, PER CALTRANS STD DETAIL A24F
O 4:1 CURB TRANSITION
O7 RELOCATED STOP SIGN AND POLE
8 SOLAR RECTANGULAR RAPID FLASHING BEACON (RRFB) PER
CARMANAH R920 OR APPROVED EQUAL
0 CONTRACTOR TO ADJUST UTILITY VALVE TO GRADE UNDER
SUPERVISION OF SAN DIEGUTIO WATER DISTRICT.
10 k °GALVANIZED CHECKERED PLATE AND FRAME. SEE SHEET 6
FOR SPECIFIC DIMENSIONS.
17 MODIFIED CURB OUTLET TYPE A PER SDRSD D -25
g TRUNCATED DOMES PER SDRSD G -30
13 RELOCATED STREET NAME SIGN
74 PROTECT EXISTING MANUAL AIR RELEASE VALVE IN PLACE
15 THERMOPLASTIC LIMIT LINE (STOP LINE) PER CALTRANS STD PLAN A24E
16 4 "0 PROTECTION POST PER SDRSD WM -04
17 PROTECT EXISTING SURVEY MONUMENT IN PLACE
18 IF DISTURBED DURING CONSTRUCTION, REPLACE EXISTING
LEAD AND DISCS SURVEY MONUMENTS
OSAWCUT AND REPLACE 1' MINIMUM PAVEMENT
19 WITH 4" AC / 6" CLASS II BASE
** CONTRACTOR SHALL INSTALL BMPS AND MAINTAIN A CLEAN AND
ORDERLY STAGING AREA TO THE SATISFACTION OF THE CITY INSPECTOR.
10 0 10 20
SCALE: 1 " =10'
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
IMPROVEMENT PLAN FOR:
WORK ORDER NO: CS17C
MACKINNON AVENUE
SIDEWALK IMPROVEMENTS
69107
\TF OF CA1 -iFO�j
DRAWING NO.
SI -112
SHEET 4 OF 7
CURB
DATA TABLE
BEARING OR
DELTA
LENGTH
RADIUS
NOTES
01
NO3'03'35"
W
34.91'
-
6"
CURB
&
GUTTER
PER
SDRSD
G -2
Q
N6540'07"
E
6.78'
-
6"
CURB
&
GUTTER
PER
SDRSD
G -2
❑3
a =89.59
28.93'
18.50'
6"
CURB
&
GUTTER
PER
SDRSD
G -2
❑4
N23'55'22"W
12.18'
-
6"
CURB
&
GUTTER
PER
SDRSD
G -2
5
S43'10'07"W
7.53'
-
6"
CURB
&
GUTTER
PER
SDRSD
G -2
❑6
A =67.49
1.99'
1.69'
6"
CURB
&
GUTTER
PER
SDRSD
G -2
❑7
S2419'53"
E
8.38'
-
6"
CURB
&
GUTTER
PER
SDRSD
G -2
8
6 =67.50
1.99'
1.69'
6"
CURB
&
GUTTER
PER
SDRSD
G -2
❑9
N88'10'07"
E
7.53'
-
6"
CURB
&
GUTTER
PER
SDRSD
G -2
10
S43'10'07"
W
6.99'
-
6"
CURB
&
GUTTER
PER
SDRSD
G -2
1 t
D =67.50
2.95'
2.50'
6"
CURB
&
GUTTER
PER
SDRSD
G -2
12
S24'19'53"
E
13.24'
-
6"
CURB
&
GUTTER
PER
SDRSD
G -2
13
A =67.50
2.95'
2.50'
6"
CURB
&
GUTTER
PER
SDRSD
G -2
14
N88"10'07"
E
6.99'
-
6"
CURB
&
GUTTER
PER
SDRSD
G -2
15
N65'40'07"
E
21.60
-
6"
CURB
&
GUTTER
PER
SDRSD
G -2
16
A =90.00
29.06'
18.50
6"
CURB
&
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PER
SDRSD
G -2
17
524'19'53"
E
18.78'
-
6"
CURB
&
GUTTER
PER
SDRSD
G -2
10 0 10 20
SCALE: 1 " =10'
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
IMPROVEMENT PLAN FOR:
WORK ORDER NO: CS17C
MACKINNON AVENUE
SIDEWALK IMPROVEMENTS
69107
\TF OF CA1 -iFO�j
DRAWING NO.
SI -112
SHEET 4 OF 7
I �f SOLAR RECTANGULAR RAPID FLASHING
MATCH EXIST BEACON (RRFB) PER CARMANAH
?R920 OR APPROVED EQUAL
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GUTTER FLOW LINE
ELEVATION
NOT TO SCALE
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f
ffr
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7' -11" 7' -0° 5' -0° 7' -0° T -11'
.- SOLAR RECTANGULAR RAPID
FLASHING BEACON (RRFB)
PROTECT EXISTING
/f
�
11
PER CARMANAH R920 OR
POST AND SIGN IN PLACE
TRUNCATED
7.5% MAX
TOP OF
CURB
APPROVED EQUAL
PROTECT EXISTING
DOMES
231.531
POWER 'POLE --- INN -PC CE,
io
}
GUTTER FLOW LINE
ELEVATION
NOT TO SCALE
CALTRANS RIGHT -OF -WAY
f
ffr
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7' -11" 7' -0° 5' -0° 7' -0° T -11'
.- SOLAR RECTANGULAR RAPID
FLASHING BEACON (RRFB)
PROTECT EXISTING
/f
PER CARMANAH R920 OR
POST AND SIGN IN PLACE
APPROVED EQUAL
PROTECT EXISTING
231.531
POWER 'POLE --- INN -PC CE,
231.58 TC
231.61
TC
231.64
` - -- MATCH EXIS'�'
231.61
231.08 BC
231.11
BC
MATCH EXIST -
�N
1.5%
SLOPE
°
231.53 TC
7.5%
1.5 %' sea
�?o
�
7.5%
231.56 TC
1.5%-
sta
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o
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230.97 BC
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231.08 BC
a CONCRETE
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MAX.
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SIDEWALK
231.00
°
0 °0° °000°000°
0
231.03
SIDEWALK
PER SDRSD G -7
a
0 0 0o
00000 00
PER SDRSD G -7
231.41±TC
__.
230.93±
YELLOW THERMOPLASTIC LADDER CROSS WALK PER
MODIFIED TYPE C
CALTRANS REVISED
STD PLAN A24F, SEE
SHEET 4
CURB RAMP PER SDRSD
G -29. TRUNCATED DOMES PER
SDRSD G -30
MACKINNON AVENUE
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0
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3
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SAWCUT AND REPLACE 1' MINIMUM
PAVEMENT WITH 4° AC / 6" CLASS II BASE
a D
TRUNCATED
DOMES PER
SDRSD G -30.
D
CONCRETE
SIDEWALK
D PER SDRSD G -7
D 4
D
MACKINNON AVENUE
D
a
a
D
4
PROTECT EXISTING MANUAL AIR RELEASE VALVE IN PLACE
L 1
a D
Q p
4:9 TAPER
PER DETAIL 1 SHEET 7-
LPROTECTEXISTING STREET SIGN IN PLACES,
LIGNTjFD sTof SICN
6" CURB AND GUTTER
\ PER SDRSD G -2
D
D
PROTECT EXISTING CONCRETE
SWALE IN PLACE
a � °fig
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t
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i!
f
D�
CONCRETE \
SIDEWALK ° °
PER SDRSD G -7
CONCRETE
SIDEWALK
PER SDRSD G -7
4:1 TAPER
D o u PER DETAIL
i v 1 SHEET 7
� Dy
TRUNCATED DOMES PER
° SDRSDDG -30. 0
�oo
a o000
RELOCATED STREET NAME SIGN 'b�,
4 :1 TAPER
PER DETAIL 1 SHEET 7
MATCH EXIST 230.90
CONCRETE CROSS GUTTER
4:1 TAPER
PER DETAIL 1 SHEET 7�
230.97 TCJ 231708 TC
6' -9°
APPROVED DATE BENCHMARK SCALE AS -BUILT A Y: C ENGINEERING DIVISION APPROVALS
J 2 18 THE BENCH MARK IS 3.5" CALIFORNIA 1, PLANS PREPARED UNDER SUPERVISj N OF RECOMMENDED: PROVED:
DEPARTMENT OF TRANSPORTATION
ALUMINUM DISK IN THE SIDEWALK OVER HORIZONTAL: 1"=5' DATE: 05 17
THE SOUTHEAST END OF THE NORTHEAST a _
ABUTMENT OF THE MACKINNON AVENUE VERTICAL: N A u ^ �Q R.C.E. NO.: 69107 MATTHEW ELSKI ROBB 0
BRIDGE OVER INTERSTATE HIGHWAY 5. ' "^' DATE: 5/17/1 DATE:'%
NAVD88 ELEVATION = 231.691 SFT NAME DATE TAMARA O'NEAL EXP.: 16/3012018 R.C.E._ 7[D 7 R.C.E.-`_w ''74'4'8
0
19 %
r
EXIST
R
i
IL
LL_
0
Q
U
Q
J
S
SAWCLIT AND REPLACE 1'
MINIMUM PAVEMENT WITH
4" AC / 6" CLASS II BASE
PROTECT EXISTING SURVEY
N MONUMENT IN PLACE
THERMOPLASTIC LIMIT LINE
(STOP LINE) PER CALTRANS
STD PLAN A24E, SEE SHEET 4
a+
io
[YELLOW THERMOPLASTIC
LADDER CROSS WALK
PER CALTRANS REVISED
STD PLAN A24F, SEE
SHEET 4
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
IMPROVEMENT PLAN FOR:
WORK ORDER NO: CS17C
MACKINNON AVENUE
SIDEWALK IMPROVEMENTS
C.
69107
fl v
\TF OF CAL1F0�/
DRAWING NO.
SI -112
SHEET 5 OF 7
/
/
/
/
j MACKINNON AVENUE
I
MODIFIED CURB OUTLET TYPE
EXIST { i I A PER SDRSD D -25 SEE DETAIL 2
MATCH EXIST — i
a
CONCRETE 1 °
a SIDEWALK
PER SDRSD G -7
o4
MATCH EXIST 21' -7" i
�
PROTECT EXISTING CONCRETE !
SWALE IN PLACE t j
1
231.00
MATCH EXIST-
MATCH EXIST
PROTECT WATER
VALVE IN PLACE 230.g6i
�. 23o.57i
6" CURB' AND GL
PER SDRSD
jNsr,w RAISED —
crRovTov RocK"f'
_ AREA �
17' -3"
PROTECT EXISTING PROTECT IN PLACE
FIRE HYDRANT IN
PLACE BOLLARD PER DETAIL
2 SHEET 7
6' -2" 6' -2"
1.5%
SLOPE
MAX.
D
231.01
NOTE 1 CONCRETE -H
230.97 SIDEWALK °
PER SDRSD
j G -7
YELLOW THERMOPLASTIC LADDER CROSS /
WALK PER CALTRANS REVISED STD J/
PLAN A24F, SEE SHEET 4
AND REP E 1' MINIMUM
VT WITH 4" 4C / 6° CLASS II BASE
D TYPE C C JRB RAMP PER
3Ea 1.5% �UNsU G -29.
�l?o SLOPE
MAX. °
230..
°
5' -2-
i• 79I- F
RELOCATED STOP SIGN AND POLE s. 0000e$a
000p 00
0000 00
0 00 0 0
231.14 TC
MATCH
- TRUNCATED DOMES
PER SDRSD G -30. LiJ
LL-
LL-
Gill
r
PROTECT EXISTING! CONCRETE
DRIVEWAY IN PLAC.
231.01
MATCH EXIST 230.931
___ EXIST
(- 1T- 3 "x1' -8 "x%" GALVANIZED '
CHECKERED PLATE AND
41
FRAME. PROTECT EXISTING
WATER METER IN PLACE
MATCH EXIST l
230.85± TC
230.98± TC Q
230.39± BC
J230.53± BC] INsr'aa ilmssP
INSTALL ItRIsFO cvRovTED ROCK A•REIF GRocsw Rock AREA
MODIFIED TYPE D CURB RAMP 6" CURB AND GUTTE
PER SDRSD G -31. TRUNCATED PER SDRSD G-
DOMES PER SDRSD G -30.
Tni 231.01
VILLA CARDIFF DRIVE
23' -3"
PROTECT EXISTING LIGHT
POLE IN PLACE
tNsT,�cl LIGlI
BOLLARD PER
DETAIL 2
i SHEET 7
230.84
MA a CH EXIST w �'
v 230.76 230.81 230.70
CONCRETE SIDEWALK ° 0 1.5%
PER SDRSD G -7 SLOPE p /
YELLOW THERMOPLASTIC LADDER
CROSS WALK PER CALTRANS REVISED
STD PLAN A24F, SEE SHEET 4
CONSTRUCTION NOTE:
1. CONTRACTOR TO ADJUST UTILITY VALVE TO GRADE UNDER SUPERVISION OF SAN DIEGUTIO WATER DISTRICT.
U ANY MONUMENT DISTURBED BY THE CONSTRUCTION SHALL BE TIED HORIZONTALLY AND VERTICALLY AND
REPLACE WITH A NEW MONUMENT FLUSH WITH THE NEW CONCRETE SIDEWALK.
a of °° o
C VILLA CARDIFF DRIVE SIDEWALK AIL
4 SCALE: 1 "= 5'
STOP SIGN
PROTECT EXISTING (
DRIVEWAY IN PLACE.
D.72±
HATCH EXIST
;1' -8 "x% "GALVANIZED _
RED PLATE AND
'CH EXIST
t
INar.4L� RALSFO �ROVrED ROCK RRF_h
MODIFIED TYPE D CURB RAMP
PER SDRSD G -31. TRUNCATED
DOMES PER SDRSD G -30.
LINE (STOP LINE) PER CALTRANS STD PLAN A24E
N V 5 69107
v *
SAN DIEGO, CA 921281ENCE, SUITE 200 SgTF OF CA1lFO��S
P: 858.385.0500 WWW.NV5.COM
CHANGE NO. DESCRIP ION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: 1 DRAWN Y: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
A5- 13 UIL z7 2 J 7 1 THE BENCH MARK IS 3.5" CALIFORNIA! PLANS PREPARED UNDER SUPERVISI N OF RECOMMENDED: ROVED:
DEPARTMENT OF TRANSPORTATION IMPROVEMENT PLAN FOR:
ALUMINUM DISK IN THE SIDEWALK OVER HORIZONTAL: 1 " =5' DATE: 054W17 �� MACKINNON AVENUE SI -112
Q .al/
THE SOUTHEAST END OF THE NORTHEAST �'/ R.C.E. NO.: 69107 MATTHEW WIDELSKI ROB NO
ABUTMENT OF THE MACKINNON AVENUE VERTICAL: N/A ��� "W�31L7�1P -�''� -O ��'' SIDEWALK IMPROVEMENTS
BRIDGE OVER INTERSTATE HIGHWAY 5,1 DATE: _S//7//1 DATE: 4R 7
NAVD88 ELEVATION = 231.691 -SFT I NAME DATE TA IARA O'NEAL EXP.: 6/30/2018 R.C.E. C X101 7 R.C.E. WORK ORDER NO: CS17C SHEET 6 OF 7
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