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CITY of ENCINITAS
PROJECT PROJECT NO. CMS 01 E
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EROSION NOTES
EUJD SAN A FE DR
SANTA FE DR � 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE
5z1 d EROSION CONTROL DEVICES AS NECESSARY.
2. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO
VICINITY MAP SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED WHEN
THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT.
NO SCALE '
t� 3. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN
WHICH INTERFERE NTH WORK SHALL BE RELOCATED OR MODIFIED AS THE WORK
PROGRESSES AS RECOMMENDED BY THE ENGINEER OF WORK AND AS APPROVED
BY THE CITY ENGINEER.
4. ALL REMOVABLE PROTECTION DEVICES SHOWN SHALL BE IN PLACE AT THE END OF
SHEET INDEX EACH WORKING DAY WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS
40 PERCENT.
SHEET 1 - TITLE SHEET 5. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE
CIVIL CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNED. AFTER
SHEET 2 - IMPROVEMENT PLAN
SHEET 3 - CIVIL PING PLAN PRECIPITATION EXCEEDING ONE- QUARTER (1/4) INCH IN ANY 12 -HOUR PERIOD,
OR UPON DIRECTION OF THE CITY ENGINEER, SILT AND DEBRIS SHALL BE REMOVED
FROM CHECK DAMS AND DESILTING BASINS, BASINS PUMPED DRY AND OTHER-
VASE RESTORED TO THE ORIGINAL DESIGN CONDITION.
6. DESILITING BASINS CONSTRUCTED OF COMPACTED EARTH SHALL BE COMPACTED TO
TRAFFIC CONTROL NOTES GENERAL NOTES A RELATIVE COMPACTION OF 90 PERCENT TI MAXIMUM DENSITY. A SOIL
ENGINEERING
REPORT INCLUDING THE TYPE OF FIELD TESTING PERFORMED, LOCATION, AND RESULTS
OF TESTING SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL UPON
COMPLETING THE DESETING BASIN.
1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD SPECIFICATION, 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF
ENCINITAS ENGINEERING DEPARTMENT 7. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY 7, THE CONTRACTOR SHALL BE RESPONSIBLE
AND SHALL TAKE NECESSARY PRE -
SPECIAL PROVISIONS AND CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. INSPECTOR.
CAUTIONS TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE IMPOUND WATER
MAINTENANCE WORK ZONE (1985 EDITION), AND CALTRANS STANDARD PLANS AND THE CALIFORNIA CREATES A HAZARDOUS CONDITION.
NECESSARY PRECAUTIONS MAY INCLUDE, BUT
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 8. ALL WORK SHALL BE DONE IN ACCORDANCE MATH THE STANDARD SPECIFICATIONS
FOR PUBLIC NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24 -HOUR GUARD
2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL
PROVISIONS TO PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS.
2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
(ADOPTED BY THE SAN DIEGO
CALTRANS STANDARD PLAN T -11, T -12, OR T -13 DURING THE WORKING HOURS OF 9:00 A.M. TO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO
REGIONAL STANDARD DRANANGS (LATEST EDITION), 8 PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A
3:00 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE
APPROVAL AND THE SPECIAL PROVISIONS FOR THIS PROJECT. NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND
NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 3:00 P.M.TO 9:00 A.M. AND AT ALL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY.
TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL NOT BE USED
TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT 9. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT
-OF -WAY DESIGNATED TO BE REMOVED SHALL TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE
ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. 4, THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES
SHOWN ON THESE BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS.
3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR PUBLIC
RIGHT-OF-WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY
KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE THE CONTRACTOR. 9. STAND -BY CREWS SHALL
BE ALERTED BY THE CONTRACTOR FOR EMERGENCY WORK
4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12' MADE UNLESS OTHERWISE SHOWN. PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES
DURING RAINSTORMS.
TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD
5. PEDESTRIAN FLOW WILL NOT BE DISTURBED UNLESS OTHERWISE SHOWN. OR NOT SHOWN ON THESE PLANS. 10. THE CONTRACTOR SHALL PROTECT EXISTING
LANDSCAPING AND IMPROVEMENTS REMAINING IN 10. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE MATH THE APPROVED
PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR PLANS, SHALL BE AVAILABLE ON
SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO
6 • TRENCH PLATES TO 8E PROVIDED WITH SKID RESISTANT SURFACE. 5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON
APPROVAL OF THE CITY. FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY
SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE DAMAGED EROSION CONTROL MEASURES
MIEN RAIN IS IMMINENT. A STAND -BY CREW
NOTIFY ALL ADJACENT PROPERTY DINERS AND TENANTS OF THE PROPOSED CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND
11. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.
7. THE CONTRACTOR SHALL NOT
POSSIBLE TRAFFIC DETOURS IF LEAST 72 HOURS PRIOR TO COMMENCING WORK. FACILITIES, PRIOR TO THE START OF ANY WORK, WHICH CROSS NEW STORM DRAIN
PIPE OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A
PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS LICENSED LAND SURVEYOR. A CORNER RECORD,CERTIFICATE OF
COMPUANCE OR RECORD OF SURVEY 11. ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE
8• ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL
LOCATION OF EXISTING FACILITIES. MALL BE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH, BACK FILED BEFORE THE END OF WORK
DAY IF A 40 PERCENT CHANCE OF RAIN
PROJECT CONSTRUCTION. TO THE CITY OF ENCINITAS, PROOF OF RECORDING. IS PREDICTED.
6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS do ELECTRIC COMPANY PRIOR TO 12. ALL UNDERGROUND UTILITIES WITHIN THE STREET
RIGHT -OF -WAY SHALL BE CONSTRUCTED, 12. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK MATH CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB,
CROSS GUTTER AND INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM.
COMPANY REPRESENTATIVES. PAVING.
13. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRE- CONSTRUCTION MEETING 13. A 12 -INCH HIGH BY
4 -FOOT MADE BERM SHALL BE MAINTAINED ALONG THE TOP OF
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING.
CALL 760 - 633 -2770 THE SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS. CONCENTRATED
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL WATER SHALL BE CARRIED NOT CLOSER THAN 10 -FEET FROM
THE TOP OF SLOPES.
CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE 14. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT
THE DURATION
SAN DIEGO GAS & ELECTRIC COMPANY. OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7 -8
14. PROVIDED VELOCITY CHECK DAMS IN ALL UNPAVED STREET AREAS AT THE INTERVALS
TELEPHONE: (800) 422 -4133 INDICATED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS,
OF THE STANDARD SPECIFICATIONS. TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER
B. THE CONTRACTOR SHALL NOTIFY AT&T COMPANY PRIOR TO STARTING WORK AND SHALL EXTEND HALF WAY ACROSS THE STREET
AT RIGHT ANGLES TO THE
15. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS- BUILT" DRAWINGS ON WHICH ALL CHANGES OR
NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. CENTERLINE. EARTH DIKES MAY NOT BE USED
AS VELOCITY CHECK DAMS. CHECK DAM
VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID AS- BUILT" INSTALLATION SHALL
PROVIDE FOR THE PREVENTION OF EROSION AROUND THE ENDS
TELEPHONE: (619) 546 -3606 DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. OF THE DAM.
C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK 16. MATERIAL OR DEBRIS SHALL NOT BE STORED
OR REMAIN IN THE PUBLIC RIGHT -OF -WAY WITHOUT GRADE OF THE STREET INTERVAL
NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. APPROVAL BY THE CITY ENGINEER. LESS THAN
2X AS REQUIRED
NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN 17. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE:
THE CONTRACTOR IS REQUIRED TO 2X TO 4X 100 FEET
THE PROJECT AREA TELEPHONE: (760) 633 -2709. OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS
4X TO 1OX 50 FEET
WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DECEND. OVER 1OX 25 FEET
D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK
NEAR COMPANY FACILITIES AND SHALL COORDINATE MATH COMPANY REPRESENTATIVES. 18. ALL EXISTING PAVEMENT DELIWATOIN THAT CONFLICTS MATH
THE NEW PAVEMENT DELINIATION SHALL 15. ALL EROSION CONTROL PLANS MUST PROVIDE A 24 -HOUR TELEPHONE NUMBER AND
BE REMOVED. PAYMENT FOR THIS WORK MALL BE INCLUDED IN COST OF OTHER ITEMS. THE NAME(S) OF THE PERSON(S) RESPONSIBLE
FOR EMERGENCY WORK. A TELEPHONE
NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES ANSWERING MACHINE OR ANSWERING SERVICE IS UNACCEPTABLE.
CONTACT COX CABLE TELEVISION COMPANY.
TELEPHONE: (800) 422 -4133
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING NO.
BENCHM PLANS PREPARED UNDER SUPERVISION OF RECOMM D AP OVED PUBLIC IMPROVEMENT PLANS FOR:
HORIZONTAL
LOCATION: DATE: BY: 9Y: • O--- PEDESTRIAN SAFETY IMPROVEMENTS 0066 -SI
VERTICAL ENGINEER E. No. LEROY SODAS, RCE NO. 22312 PETER COTA- RO6LES, RCE NO. 52176 1-5/SANTA FE DRIVE
U C INTERCHANGE
ENGINEER EXPIRES: JO/ EWIRES: 12/31/20011
ELEVATION: DATUM: SD COUNTY EXP. DATE: DATE: I I SHEET 1 OF 3
PEDESTRIAN SAFETY IMPROVEMENTS AT
1-5/SANTA FE DRIVE UC INTERCHANGE
GRAPHIC SCALE
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2'-3* CONSTRUCTION NOTES
PROPOSED 2 PROPOSED CONCRETE INSTALL TYPE A BERM PER CALTRANS STD. PLAN A878
AC OVERLA BARRIER (TYPE K) INSTALL TYPE B2-6 CURB PER CALTRANS STD. PLAN A87A
P.
OVER 6" CLASS 11 AGGREGATE BASE
5' MON.
INSTALL CONCRETE BARRIER K-RAIL
INSTALL AC OVERLAY
DOSTING 04=� PROPOSED 6 TYPE A
AC WALK AC BM PER CALIRANS INSTALL CRASH CUSHION ABSORB 350 (5 ELEMENTS)
SM. PLAN A879 BREAK IN K-RAJL DUE TO SDG&E VAULT
RELOCATE EXISTING 1A SIGNAL POLE AND AC BERM 2' SOUTH
TYPICAL SECTION INSTALL CURB RAMP PER CALTRANS STD. PLAN A88A
NO SCALE INSTALL UNDERDRAIN PER SAN DIEGO REC40NAL STANDARDS D-25
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DEEREE=T DRAWN BY 4 CIIIECKED BY APPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
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BENCHMAW: PLANS PREPARED UNDER SUPERVISION OF RECOMME A P;r PUBLIC WRO10"T PLANS FOR:
DESCRIPTION:
LOCATION: HORIZONTAL 1 40' DATE:
By* BY. PEDESTRIAN SAFETY IMPROVEMENTS 0066-SI
VERTICAL ENGINEER R.C.E. NO. LEROY BODAS. RCE N9r 22312 PE70 0OTA-ROBLES, RCE NO. U176 1-5/SANTA FE DRIVE
UC INTERCHANGE
ELEVATION: DA7W SO COUNTY EXP. DAlE'4wLpjT DATE. EET 2 OF 3
PEDESTRIAN SAFETY IMPROVEMENTS AT
1 -5 /SANTA FE DRIVE UC INTERCHANGE
CITY o GRAPHIC SCALE
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PROJECT NO, CMS 01 E
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CONSTRUCTION NOTES CONSTRUCTION NOTES
�
YwAY O7 RELOCATE EXISTING to SIGNAL POLE AND AC BERM 2' SOUTH 13 REMOVE PAINTED STRIPE EXISTING CROSSWALK
BRIDGE BRIDGE
COLUMN COLUMN 14 REMOVE PED HEADS & PED PUSH BUTTONS FROM SIGNAL
TOM
WESTBOUND LANES EASTBOUND LIES O8 INSTALL W4 -7 (MERGE LEFT VERSION) 15 REMOVE PED HEADS do PED PUSH BUTTONS
FROM SIGNAL (FOR EAST /WEST PEDS ONLY)
NEW
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16 PAINT TYPE IV ARROW
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4 t2 tt' t1' 1t' u' 17 PAINT TYPE VI ARROW
LEFT TUlrl O9 INSTALL W73A (CA) 18 PAINT DETAIL 9
19 PAINT DETAIL 22
2 0
E STRIPING PAINT DETAIL 278
NO SCALE Tum
10 INSTALL R3 -7 (RT) rwT 21 PAINT DETAIL 29
mm
22 PAINT DETAIL 32
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11 INSTALL R9 -11A (LT) ON CHAIN BARRICADE PAINT DETAIL 378
SW AY F FREE ^� ® 24 23 PAINT DETAIL 38, PAVEMENT MARKINGS LIMIT LINE IN THERMOPLASTIC 1 24w
BRIDGE COLUMN
COLUMN 25 12" WHITE LIMIT LINE do "STOP' PAVEMENT MARKING TO BE RELOCATED BEHIND NEW CURB RAMP
WESTBOIMq LANES EASTBOUND LANE 12 INSTALL R9 -9 ON CHAIN BARRICADE 1�
26 PAINT 4" WHITE LINE O 45' EVERY 48'
6 ' f 24
to 1
r- " ' I 28 INSTALL R9 -11A (RT) ON CHAIN BARRICADE 1 ® 27 REMOVE EXISTING PED RAMPS
5' LEFT TURN t 1 ' 1 ' 6' I 31 REPLACE ALL INDUCTIVE LOOPS WITHIN OVERLAY AREA
PROPOSED S IDEWALK (TYPE K
PROPOSED STRIPIN
NO SCALE
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE Y APPROVALS CITY OF EN CI N I TAS ENGINEERING
DEPARTMENT DRAWING N0.
PLANS PREPARED UNDER SUPERVISION OF RECOMME APP PUBLIC IMPROVEMENT PLANS FOR:
DESCRIP HORIZONTAL ' "' 40' DATE: B ►` - /`)i PEDESTRIAN SAFETY IMPROVEMENTS 0066 -SI
vERTtcAL R.C No. BY: LEROY A5 /�-- �223�12 Y: PETER COTA- ROBLES, RCE N0, 52176 1 -5 /SANTA FE
DRIVE UC INTERCHANGE
ELEVATION: DATUM: SO COUNTY ENGINEER EXP. DAIS: I DATE: r —
SHEET 3 OF 3