8271WORK TO BE DONE
FLANS FOR THE CONSTRUCTION OF
WORK
TO BE DONE
A.
GENERAL
URANIAIAVENUE NEIGHBORHOOD
THE
WITH
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE
THE LATEST EDITION OF THE FOLLOWING DOCUMENTS:
1.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
1.
SAN DIEGO AREA REGIONAL STANDARD DRAWINGS
CONSTRUCTION (MOST RECENT EDITION). THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE
2.
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( "GREEN BOOK ")
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.
TRAFFIC
CALMING
3.
4.
STATE OF CALIFORNIA' DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARDS PLANS
STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD
SPECIFICATIONS
2.
WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
5.
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
IN
THE
6.
STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL TO MUTCD
3.
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING
��J
OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE
ENGINEER AT NO COST TO THE CITY.
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ENCMTAS
4.
THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYD
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
D.
EROSION
CONTROL
CITY.
5.
THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL
1.
IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY HEALTH STANDARDS, LAWS, AND
(760) 633 -2778, 24 HOURS A DAY.
REGULATIONS.
PROJECT
LOCATION
2.
EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
6.
GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (j) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED
BE CONDUCTED BETWEEN THE HOURS OF 4:00 PM AND 7:30 AM NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED
ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID
HOLIDAYS.
S>>
CONSTRUCTION OF TF4PORARY EROSION CONTROL MEASURES WHEN RAIN IS
IMMINENT.
7.
THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS ENGINEERING
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STANDARDS, AS SHOWN ON THESE PLANS, AND AS APPROVED BY THE CITY ENGINEER.
LEUCADIA
3.
CONTRACTOR SHALL PROVIDE A 24 -HOUR TELEPHONE NUMBER AND NAME OF PERSON
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RESPONSIBLE FOR EMERGENCY WORK.
8.
APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT CONSTITUTE APPROVAL OF ANY WORK OUTSIDE THE PROJECT
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BOUNDARY.
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4.
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
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ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF
9.,
ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED, AND TESTED
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PRODUCING RAINFALL.
PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING.
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ENCINITAS
5.
THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY
10.
THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A
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BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
BASE UTILITY MAP AND SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE
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UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
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.
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6.
ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF
REQUEZA ST
o
EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS
11.
LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL CONFIRMED BY FIELD
FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH
MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS
RAINFALL.
(POTHOLING) AND LOCATE ALL EXISTING UNDERGROUND FACILITIES IN THE PROJECT AREA SUFFICIENTLY AHEAD OF
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9s
CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF j
SANTA FE D IVE
7.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE
EXISTING FACILITIES.
N
EROSION CONTROL DEVICES AS NECESSARY.
12,
A. CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS &ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY
- R
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8.
ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO
RE
FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 800 - 422 -4133 (DIG ALERT)
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SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL
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BE INSTALLED WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT.
B. THE CONTRACTOR SHALL NOTIFY THE AT &T COMMUNICATIONS COMPANY PRIOR TO STARTING WORK NEAR COMPANY
;.;.: BIRMINGHAM
FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 619 -546 -3606
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OMODIFIEDNASOTHDEEWORK'
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REMOCATED OR PROGRESSESFASERECOMM�NDEDHBYLTHE
C. THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY
OP P,
ENGINEER OF WORK AND AS APPROVED BY THE CITY ENGINEER.
FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1 -760- 633 -2709
5
10.
EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE
D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND
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CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNATED. AFTER
SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1 -800- 422 -4133 (DIG ALERT)
P,�
PRECIPITATION EXCEEDING ONE QUARTER (4) INCH IN ANY 12 -HOUR PERIOD OR UPON
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THE DIRECTION OF THE CITY ENGINEER, SILT AND DEBRIS SHALL BE REMOVED FROM
E. THE CONTRACTOR SHALL NOTIFY THE SAN ELIJO JPA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES
d
CHECK DAMS.
(RECLAIMED WATER) AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 753 -6203 (EXT 32)
SAN
ELIJO
11.
THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
13.
THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE AND THAT ARE NOT
LAGOO
TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE IMPOUND WATER CREATES A
CALLED OUT TO BE REMOVED ON THESE PLANS. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED
i
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HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE, BUT NOT BE LIMITED
PRIOR TO APPROVAL OF THE CITY.
TO, APPROPRIATE PERIMETER FENCING OR A 24 -HOUR GUARD PREVENTING
UNAUTHORIZED PERSONS FROM ENTERING THE BASINS.
14.
EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS
AT ALL TIMES.
12.
PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A
VICINITY MAP
NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND
15.
ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY DESIGNATED TO BE REMOVED SHALL BE SALVAGED AND
TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED TO
RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBIC RIGHT OF WAY, THAT ARE NOT
NOT TO SCALE
CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE
DESIGNATED TO BE REMOVED, THAT ARE DAMAGED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE
REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS.
CONTRACTOR AT NO COST TO THE CITY.
13.
STANDBY CREWS SHt L BE ALTERED BY THE CONTRACTOR FOR EMERGENCY WORK
16.
THE CONTRACTOR SHALL NOTIFY IN WRITING AND OBTAIN APPROVAL OF THE CITY ENGINEER OF WORK PRIOR TO MAKING
DURING RAINSTORMS.
CHANGES IN THE FIELD.
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14.
GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND
17.
NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT.
PROJECT
LOCATION
STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES OR REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN
18.
THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF AS -BUILT DRAWINGS ON WHICH ALL CHANGES OR, VARIATIONS
ALONG URANIA AVENUE AT THE
RAIN IS IMMINENT. A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES
IN THE WORK, INCLUDING UTILITIES ARE RECORDED. A COPY OF SAID AS -BUILT DRAWINGS SHALL BE PROVIDED TO THE
INTERSECTION OF SANDY COURT.
DURING THE RAINY SEASON.
CITY OF ENCINITAS WHEN REQUESTED.
ENCINITAS, CALIFORNIA 92024 -
15.
ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACK
19.
MATERIAL OF DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT OF WAY WITHOUT APPROVAL BY THE CITY
FILLED BEFORE THE END OF WORK DAY IF A 40 PERCENT, OR GREATER CHANCE OF
RAIN IS PREDICTED.
C. GRADING
20.
OCCIUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO OBTAIN A PERMIT
16.
A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN
FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND
1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE
INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM.
INTO WHICH A PERSON IS REQUIRED TO DESCEND.
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.
SHEET I N D E X
IMPERVIOUS AREA
B.
NOTIFICATIONS A4
2. ALL TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED iN ACCORDANCE
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 500 SQFT
AREAS
SHEET DESCRIPTION
IMPERVIOUS AREA AFTER CONSTRUCTION: 500 SQFT
1.
THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON
WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED
1 TITLE SHEET
INCREASE IN IMPERVIOUS AREA: 0 SQFT
THESE
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE
SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 92 PERCENT. IT
2 INDEX MAP, TYPICAL SECTIONS
& DETAILS IMPERVIOUS AREA REPLACED: 500 SQFT
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING
SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT
3 SPEED CUSHION & STORMDRAIN PLAN
UTILITIES
OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
ACCORDANCE WITH SPECIFICATIONS.
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:
SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL
A. SEWERS - LWD - (760)- 753 -0155
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND
B. GAS & ELECTRIC - SDGE - (760) -438 -6200
E
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
BMP PROJECT STATUS
C. WATER SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600
ACCORDANCE WITH THE GRADING ORDNANCE.
D. TELEPHONE - SBC BELL - (760)- 489 -3411
Q`gQFE5Slp,Vq
E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233
4. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED AN6 HAULED OFF
®�a� ®sevy`�g�y
F. RECLAIMED WATER -SAN ELIJO JPA ,r
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH` A NEAT AND '
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STANDARD sTORMWATER TREATMENT FACILITIES To BE MAINTAINED BY
FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRLS= ALL SHALE, QE
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�-`
FIELD OPERATIONS
CITY OF ENCINITAS PUBLIC WORKS DEPT. IN ACCORDANCE WITH
2.
CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO
SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL -
a
C79J/
"MAINTENANCE AGREEMENT.
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) - 633 -2770.
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3.
THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE` DURATION OF
THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTIW 7 8 OF =THE
A
,
DFCAL�F��
PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT
STANDARD SPECIFICATIONS.
TO
REJECTION AND REMOVAL.
SIGN
DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS -BUILT
DESIGNED BY:
DRAWN
Mjvv
BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS -
PUBLIC WORKS DEPARTMENT
DRAWING NO.
Al;- OUILT
Lf
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDED: APPROVE
IMPROVEMENT F 4N FOR:
HORIZONTAL: NONE
DATE. I012AI20)1
jz
URANIA AVENUE NEIGHBORHOOD
SEE SHEET
54
TRAFFIC CALMING
SI -1 O6
VERTICAL: NONE
�® ,4 ®� ®,
R.C.E. NO.: 71087
/D ZS /G+ O /6
254 - 400 -10
ENGINEER' NAME DATE
MATTHEW J. WIDELSKI EXP.: 6/30/2017
DATE:
DATE : 22C
R.C.E.--4-AR-11
R.C.E. CIS.
WORK ORDER NO: CS14G
SHEET 1 OF 3
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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 CONSTRUC1ON 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. THE CONTRACTOR SHALL ENFORCE ALL MEASURES. THE CONTRACTOR SHALL
CONSTRUCT AND MAINTAIN SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER,
INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL
LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND
REGULATIONS.
6. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND /OR ANY
BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH
POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION
SET BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR A REGISTERED CIVIL
ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD
OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE STATE OF CALIFORNIA
LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE
LAND SURVEYORS ACT.
8. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE.
9. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING
SUBSURFACE UTILITIES, PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. ANY
EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE COORDINATED
WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION.
IF DURING POTHOLING THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN
PROPOSED UTILITIES AND EXISTING UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE
MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF UTILITY
INSTALLATION.
10. THE CONTRACTOR SHALL REQUEST 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 2010 EDITION OF CALIFORNIA
MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONE,
AND THE CURRENT EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD).
2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN
CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) AND THE APPROVED TRAFFIC CONTROL PLAN DURING
WORKING HOURS OF 7:30 AM TO 4:00 PM, MONDAY THROUGH FRIDAY, UNLESS
OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS NORMAL TRAFFIC FLOW WILL BE
ALLOWED DURING THE HOURS OF 4 :00 PM TO 7:30 AM AND AT ALL TIMES
SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS. THE PROJECT SPECIFICATIONS
AND /OR CONDITIONS OF TRAFFIC CONTROL PLAN APPROVAL MAY FURTHER LIMIT
WORKING HOURS
3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
A. ALL TRAVEL LAMES WILL BE A MINIMUM OF 12 -FEET WIDE UNLESS OTHERWISE SHOWN.
5. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE.
6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF
PROPOSED POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING
WORK. THE PROJECT SPECIFICATIONS MAY CONTAIN ADDITIONAL NOTIFICATION
REQUIREMENTS THAT SHALL SUPERSEDE THIS REQUIREMENT.
7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL
TIMES DURING PROJECT CONSTRUCTION.
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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
EOP
EDGE OF PAVEMENT
EP
END POINT
EVC
END VERTICAL CURVE
EX
EXISTING
FG
FINISH GRADE
FL
FLOWLINE
FS
FINISH SURFACE
GV
GAS VALVE
HP
HIGH POINT
IE
INVERT ELEVATION
LF
LINEAR FEET
LP
LOW POINT
MB
MAILBOX
PCC
PORTLAND CEMENT CONCRETE
PCC
POINT OF CONTINUOUS CURVE
PP
POWE( POLE
PRO
POINT OF REVERSE CURVE
PRV
PRESSURE REDUCING VALVE
PVMT
PAVEMENT
RET
RETAINING
RIM
RIM ELEVATION
SCO
SEWER CLEANOUT
SO
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
TO
TOP OF CURB
TS
TRAFFIC SIGNAL
WM
WATER METER
WV
WATER VALVE
LEGEND
ITEM SYMBOL
PROPOSED CROSSWALK STRIPING
PROPOSED CURB, RAMP
PROPOSED CURB INLET
EXISTING STORMDRAIN
PROPOSED SPEED CUSHION
EXISTING
EDGE OF PAVEMENT
EXISTING
FENCE
EXISTING
WATER VALVE
EXISTING
FIRE HYDRANT
EXISTING
WATER METER
EXISTING
SIGN
EXISTING
TREE
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TRAFFIC LOGIX SPEED CUSHION SPECIFICATIONS
•
GENERAL DESCRIPTION: SPEED CUSHIONS OF VARIOUS DIMENSIONS
MIGHT BE FROM
IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT
BENCHMARK
STANDARD INTERLOCKING MODULES OF THE BASIC FOOTPRINT DIMENSIONS 18" BY 42 ".
2.
EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
E4CH UNIT IS BOLTED TO THE ROAD USING SIX LAG BOLTS J" DIA.
THROUGH A
ENGINEERING DIVISION APPROVALS
ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID
ELASTIC SHIELD INSTALLED IN THE PAVEMENT. THE TRAFFIC LOGIX
PROPRIETARY TWO
MJW
IMMINENT.
DIRECTIONAL TONGUE AND GROVE INTERLOCKING SYSTEM PROV {DES
ADDITIONAL
J
RESPONSIBLE FOR EMERGENCY WORK.
CONNECTION BETWEEN THE MODULES AND INCREASES STABILITY OF
THE SPEED
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF
CUSHION.
PRODUCING RAINFALL.
5.
•
DIMENSIONS OF THE MODULES:
BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
••
WIDTH 18" (+/-1/16")
ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF
••
LENGTH 42" ( +/ -1/8 ")
FORTY PERCE",IT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH
••
THICKNESS 3" ( +/ -1/8 ")
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE
•
DIMENSIONS OF THE SPEED CUSHIONS (WIDTH AND LENGTH OF SPEED
CUSHION
SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL
ADJUSTABLE)
BE INSTALLED WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT.
9.
••
WIDTH FROM 36" UP, BY 18" INCREMENTS
RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY THE
••
LENGTH FROM 84" UP BY 42" INCREMENTS
EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE
••
HEIGHT OF CUSHION 3"
PRECIPITATION EXCEEDING ONE QUARTER (j) INCH IN ANY 12 -HOUR PERIOD OR UPON
•
STANDARD SPEED CUSHION DIMENSIONS:
CHECK DAMS.
11.
••
WIDTH 72"
TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE IMPOUND WATER CREATES A
••
LENGTH 84"
TO, APPROPRIATE PERIMETER FENCING OR A 24 -HOUR GUARD PREVENTING
••
HEIGHT OF CUSHION 3"
PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A
•
ENTRANCE AND EXIT GRADIENT: 7%
TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL.BE USED TO
•
SIDE GRADIENT: 35%
REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS.
13.
•
MATERIAL: COMPRESSION MOLDED 100% RECYCLED SYNTHETIC AND
NATURAL RUBBER
14.
GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND
COMPOSITE
STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
•
PHYSICAL PROPERTIES:
RAIN IS IMMINENT. A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES
••
TENSILE STRENGTH: MINIMUM 500 PSI
ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACK
••
SHORE HARDNESS 70A
RAIN IS PREDICTED.
16.
••
SPECIFIC GRAVITY 1.1
INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM.
BASIS OF COORDINATES
NAD'83 (1991.35
EPOCH)
a€ 4AQFESS /q
'
•
MARKING: RUBBER MODULES ARE AVAILABLE IN BLACK OR BLACK
WITH YELLOW
JOSEp
"134WCCS1" IN SIDEWALK AT BRASS DISC STAMPED
REFLECTIVE TAPE PR BLACK WITH WHITE REFLECTIVE TAPE.
WELL S.E. QUAD. OF LEUCADIA "ENC -25 L.S. 7322" IN WELL
MON. IN THE MIDDLE OF
THE BLVD. AND ORPHEUS AVE. MON. IN THE MIDDLE OF THE
INTERSECTION OF S. EL
° N 1968854.614' INTERSECTION OF S. EL
PORTAL ST. & LA MESA
AVE E 6242001.192' PORTAL ST. & LA MESA AVE.
N 1965570.266'
x
$A, C 71087
RECORD OF SURVEY 18416 ELEV. 60.601 FEET
DATUM: NAVD 88
CIVIL,
®f CALW
D.
EROSION CONTROL
1.
IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT
BENCHMARK
(7F0) 633 -2778, 24 HOURS A DAY.
2.
EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
"""v�" ter:
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED
ENGINEERING DIVISION APPROVALS
ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID
DRAWING NO.
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS
MJW
IMMINENT.
3.
CONTRACTOR SHALL PROVIDE A 24 -HOUR TELEPHONE NUMBER AND NAME OF PERSON
J
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
RECOMMENDED: APPROVE
DATE: /� yS• /�i DATE:/Q iS g
R.C.E. rs 71 R.GE
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 PERCE",IT (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
v
PRECIPITATION EXCEEDING ONE QUARTER (j) 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
NL.',T 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)
BENCHMARK
1025 (ENC -25)
1024 (134WCCS1) 1025 (ENC -25)
2" SO. CITY OF ENCINITAS 2 1/2" DISK STAMPED 2" SO. CITY OF ENCINITAS
BRASS DISC STAMPED
"134WCCS1" IN SIDEWALK AT BRASS DISC STAMPED
"ENC -25 L.S. 7322" IN
WELL S.E. QUAD. OF LEUCADIA "ENC -25 L.S. 7322" IN WELL
MON. IN THE MIDDLE OF
THE BLVD. AND ORPHEUS AVE. MON. IN THE MIDDLE OF THE
INTERSECTION OF S. EL
° N 1968854.614' INTERSECTION OF S. EL
PORTAL ST. & LA MESA
AVE E 6242001.192' PORTAL ST. & LA MESA AVE.
N 1965570.266'
RECORD OF SURVEY 18416 RECORD OF SURVEY 18416
E 6239988.375'
RECORD OF SURVEY 18416 ELEV. 60.601 FEET
DATUM: NAVD 88
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS -BUILT
"c "`' "c" ter:
"""v�" ter:
` "c" t" �r:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
JW
MJW
A s - SUI L
J
-4/
SEE ABOVE
HORIZONTAL: NONE
VERTICAL: NONE
PLANS PREPARED UNDER SUPERVISION OF
DATE :
R.C.E. NO' 71087
MATTH J. WIDELSKI EXP.: 6/30/2017
RECOMMENDED: APPROVE
DATE: /� yS• /�i DATE:/Q iS g
R.C.E. rs 71 R.GE
IMPROVEMENT PLAN FOR: URANIA AVENUE NEIGHBORHOOD
TRAFFIC CALMING
254 - 400 -10
WORK ORDER NO: CS14G
SI -1 U6
ENGINE S NAME DATE
SHEET 2 OF 3
EX 12" PVC STORMDRAIN--\
E
SIGN W11-2
�FAI
NIODIFI
INSTALLI-CURB INLET
TYPE B; L=5'
PER SDRSD D-2.
CONNECT ONNECT INVERT TO
EX 12" PVC
IN
W W
1.111 llIl 1. -
INSTALL TRAFFIC SIGN
W11-2 & W16-7
INSTALL CURB RAMP TYPE C,
WITH BLACK TRUNCATED
DOMES PER SDRSD G-29
s
w w
wv
INSTALL LADDER CROSSWALK
PER 2015 CALTRANS
STANDARD PLAN A24F
1 1
�i INSTALL TRAFFIC SIGN
W11-2 & W16-7
tl
SIGN W8-1
INSTALL TRAFFIC LOGIC SPEED CUSHION
BLACK WITH DOUBLE CHEVRON ARROWS
PER DE AILS SHEET 2
Ar� DRWy-
CAUTION: HIGH
PRESSURE GAS LINE"
V3 j
li ii
w W - ------ - -- ----
to
II
ti
m
W8_l & W13-1p
11
I
10,
7'
SIGN W13-11'
-EX CATCH BASIN-
-TO REMAIN
INSTALL TRAFFIC SIGN
W8-1 & W13 -1P
AC DRWY
W w
I
i
CHANGE NO.
DESC�IPTION
APPROVED
DATE
BENCHMARK
SCALE
AS-BUILT
DESIGNED BY:
I DRAWN BY.
1 CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO].
I Mjw
tu
67V LLT
PLANS PREPARED UNDER SUPERVISION OF
DATE: lo/Z4 zm(p
RECOMMENDED: APPROVED./,07
IMPROVEMENT PLAN FOR:
URANIA AVENUE NEIGHBORHOOD
SEE SHEET 2
HORIZONTAL: 1"=10'
TRAFFIC CALMING
SI-106
VERTICAL: NONE
%AtL. I Mm
R.C.E. NO.: 71087
NAAm. a. im4fm
MATTHEW J. WIDELSKI EXP.: ElIV2017
EDWARD DEANE- GLENN PRUfM
DATE: 10 re DATE
R.C.E._O�
I
254-400-10
WORK ORDER NO: CS1 4G
ENGINEER'S NAME DATE
SHEET 3 OF 3
i