6948 PLANS FOR THE CONSTRUCTION OF LEGEND
WORK TO BE DONE DESCRIPTION STD DWG QUANTITY SYMBOL
PROPOSED 18" SDR-35 PVC 232.67 L.F.
A. GENERAL EMERGENCY STORM DRAIN REPLACEMENT PROPOSED RIP-RAP ENERGY DISSIPATOR ---------------SDRSD D-40 1,W1 1/4 TON ROCK ___
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2010 EDITION), THE MAY 2006 SAN ELIJO AVENUE CORNISH DRIVE PROPOSED TYPE 'B' HEADWALL SDRSD
D-32 1
EDITION OF THE CALTRANS STANDARD SPECIFICATIONS AND THE SAN DIEGO AREA
REGIONAL STANDARD DRAWINGS (AUGUST 2009 EDITION).
2. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO PROTECT IN THE ADJACENT PROPERTIES DURING CONSTRUCTION. ANYTHING DAMAGED OR DESTROYED
PROPOSED 8' TYPE 'B-1' CURB INLET ---- - ---------SDRSD D-2 ---------- 2 --------------------
SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO CONSTRUCTION.
3. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF I CITY O ENCINITAS
PROPOSED TYPE 'A' CURB INLET SDRSD D-1 1 --------------------- El
P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS.
4. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN PROPOSED 6" CURB & GUTTER SDRSD
G-2 168.63 L.F.
ACCESS TO PRIVATE DRIVEWAYS AT ALL TIMES.
5. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED PROPOSED 6" CURB SDRSD G-1 58.70 L.F.
CONSTRUCTION SITE WITHIN THIS PROJECT THE CONTRACTOR SUBMIT TO AND RECEIVE
APPROVAL FROM E ENGINEER
CONTRACTOR SSHALLCOMPLYWITH E PROPOSED ALL CONDITIONS AND REQUIREMENTS S THE CITY p S9 ENCBN1I05 PROPOSED ROLLED CURB--------------------
- -
------SEE DETAIL SHEET 2-- 330.00 L.F.__________
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
6. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ENGINEER OF B. NOTIFICATIONS
C? �
=� z l PROPOSED CURB TRANSITION------ SEE DETAIL SHEET 2--- 10.00 L.F.-----------
WORK PRIOR TO MAKING CHANGES IN THE FIELD. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON v Z E N C I N I T
A S
7. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF rA
CITY OF ENCINITAS ENGINEERING STANDARDS, AS SHOWN ON THESE PLANS, AND AS OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, a
PROPOSED CONCRETE APRON---------------------------- --------------226 S.F.
APPROVED BY THE CITY ENGINEER. HOWEVER: PROJECT ° SANTA FE DR.
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THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT LOCATION Z p PROPOSED SAWCUT & REMOVAL OF EX.
AC & REPLACE-------- -------------562 S.F---------- ----
B. K-RAIL WITH 6 FOOT FENCE SHALL BE INSTALLED ADJACENT TO THE EASTERLY TRACK w o0
FOUL LINE PRIOR TO ANY OTHER ON SITE WORK. ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE o co z
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR J o
PROPOSED GRIND & AC OVERLAY__------------ ____ 916 S.F.
9. THE EXISTING SOUTHERN CALIFORNIA GAS COMPANY 12" H.P. GAS LINE IS TO REMAIN STRUCTURES AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 0
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IN PLACE. THE CONTRACTOR SHALL USE DUE CAUTION AND CARE IN THE PROTECTION LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: n ¢ w
OF THE PIPELINE DURING CONSTRUCTION. THE CONTRACTOR SHALL TAKE THE a. SEWERS............................ ENCINITAS SANITARY DIVISION �n �� BIRMINGHAM
U n:
FOLLOWING STEPS WHEN WORKING NEAR THE 12" GAS MAIN OWNED BY THE SOUTHERN b. GAS & ELECTRIC............. SAN DIEGO GAS & ELECTRIC �� �o DRIVE
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y
CALIFORNIA GAS COMPANY: c. WATER.............................. SAN DIEGUITO WATER DISTRICT (800) 422-4133 DIG ALERT A
9.1. ANY WORK DONE WITHIN 3 FEET OF THE 12" GAS LINE OWNED BY THE d. TELEPHONE....................... AT&T DRIVE
SOUTHERN CALIFORNIA GAS COMPANY SHALL BE DONE BY HAND. NO f. CABLE CONTACTIS ALAN NAGEO AT MECHANICAL EQUIPMENT SHALL BE USED WITHIN 3 FEET OF THE 12' GAS (
)681-4863 5 �
LINE. g. NCTD............................. CAUTION: NCTD IS NOT A MEMBER OF DIG ALERT. NCTD
9.2.TWO DAYS PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL UTILITY MARKOUT REQUESTS ARE ARRANGED THROUGH MR.
MAKE ARRANGEMENTS WITH THE SOUTHERN CALIFORNIA GAS COMPANY FOR LEE KUHNS, MANAGER OF MAINTENANCE RIGHT OF WAY, AT
SOMEONE FROM THE GAS COMPANY TO STAND BY AND OBSERVE THE (760) 967-2851.
CONSTRUCTION WORK AROUND THE 12" GAS MAIN. ARRANGEMENTS CAN BE h. 12"H.P. GAS LINE................. THE GAS COMPANY (RICK MIRANDA) (714) 349-5504. SAN
MADE BY CALLING (714) 349-5504 (RICK MIRANDA) THE EXISTING SOUTHERN CALIFORNIA GAS COMPANY 12" H.P. ELI JO SHEET INDEX
9.3.USA DIGALERT TICKET REQUIRED WHEN WORKING WITHIN 10 FEET OF GAS GAS LINE IS TO REMAIN IN PLACE. THE CONTRACTOR SHALL LAGOO
TRANSMISSION PIPELINE. MINIMUM 48 HOUR NOTIFICATION REQUIRED FOR GAS USE DUE CAUTION AND CARE IN THE PROTECTION OF THE SHEET 1 - TITLE
SHEET
TRANSMISSION STANDBY. PIPELINE DURING CONSTRUCTION. THE CONTRACTOR SHALL S21 NOTE TO CONTRACTOR
CONTACT MR. RICK MIRANDA 48 HOURS PRIOR TO ANY WORK SHEET 2 - GENERAL NOTES & DETAILS
10. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO NEAR THE 12" H.P. GAS LINE. SHEET 3 - IMPROVEMENT PLAN
THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE BEEN
STARTING COMPANY WORK ENTACOMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH 2 THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO VICINITY
MAP OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE
NO SCALE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633-2770. PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY
TO TAKE ALL
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE
NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDERGROUND AND
"UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL CABLES AND GAS 3. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON ALL CALLS FOR INSPECTION. PHONE:
OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS.
PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
TELEPHONE: (800) 422-4133 SUBJECT TO REJECTION AND REMOVAL.
11. THE CONTRACTOR SHALL NOTIFY AT&T PRIOR TO STARTING WORK NEAR COMPANY 4. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT D.
EROSION CONTROL
FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. (1-800-422-4133) NOT LESS THAN TWO (2) WORKING DAYS PRIOR TO CONDUCTING ANY
EXCAVATION WORK ON THIS PROJECT. THIS REQUIREMENT SHALL EXTEND TO EXCAVATION 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG
SHIELDS AT (760)
TELEPHONE: (619) 546-3606 WORK CONDUCTED WITHIN THE PUBLIC RIGHT-OF-WAY AND TO EXCAVATION WORK 633-2778, AND NCTD AT 760-966-6700.
12. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO CONDUCTED ON PRIVATE PROPERTY. USA PROVIDE THE CALLER WITH AN "INQUIRY
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY IDENTIFICATION NUMBER" WHICH WILL SERVE AS PROOF OF THE TIME AND DATE THAT THE 2.
EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ABBREVIATIONS
CALL WAS MADE. CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING THIS NUMBER AND ALL TIMES DURING RAINY SEASON. ALL NECESSARY MATERIALS
SHALL BE
REPRESENTATIVES. PRODUCING IT TO THE OWNER OR THEIR REPRESENTATIVE UPON DEMAND. NO EXCAVATION STOCKPILED ON SITE AT CONVENIENT LOCATIONS
TO FACILITATE RAPID AC = ASPHALT CONCRETE VERT. = VERTICAL
PERMIT SHALL BE VALID UNTIL THIS NUMBER HAS BEEN OBTAINED PURSUANT TO SECTION CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
LIP = GUTTER LIP HORIZ. = HORIZONTAL
NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN THE PROJECT AREA 4216 OF THE GOVERNMENT CODE. EP = EDGE OF
PAVEMENT SDRSD = SAN DIEGO REGIONAL
TELEPHONE: (760) 633-2709. 3. CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN TC = TOP OF CURB
STANDARD DRAWINGS
(SWPPP) AND OBTAIN APPROVAL FROM THE CITY ENGINEER PRIOR TO THE START FL = FLOWLINE PP = POWER POLE
13. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING OF ANY WORK. DEVICES SHOWN IN THE SWPPP AND ON
THESE PLANS SHALL NOT TB = TOP OF BERM
WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
REPRESENTATIVES. THE SWPPP SHALL PROVIDE A 24 HOUR TELEPHONE NUMBER AND THE NAME(S) OF
NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES CONTACT COX CABLE
C. GRADING THE PERSON(S) RESPONSIBLE FOR EMERGENCY WORK. A TELEPHONE ANSWERING
MACHINE OR ANSWERING SERVICE IS UNACCEPTABLE. THE CONTRACTOR SHALL ALSO
TELEVISION COMPANY. TELEPHONE: (760) 806-2016. 1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE FILE A NOTICE
OF INTENT (N01) WITH THE STATE REGIONAL WATER QUALITY
14. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE DRAINAGE AND PREVENT PONDING OF WATER. THE CONTRACTOR SHALL CONTROL SURFACE WATER
CONTROL BOARD AND PAY THE APPROPRIATE FEES WITH THE STATE REGIONAL
AND AVID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE WATER QUALITY CONTROL BOARD PRIOR TO THE START
OF ANY CONSTRUCTION,
CITY INSPECTOR. REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS
15. THE CONTRACTOR SHALL CONTACT LEE KUHNS 760-967-2851 AT NCTD FOR RAILROAD PERMANENT DRAINAGE AND EROSION MEASURES HAVE BEEN INSTALLED. 4.
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING TRAFFIC CONTROL NOTES
SIGNAL CONTRACTOR SHALL
IS NOT A MEMBER OF UNDERGROUND SERVICE ALERT. ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER RUN-OFF PRODUCING
2. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN RAINFALL. 1. TRAFFIC CONTROL
SHALL BE IN ACCORDANCE WITH SECTION 7-10 OF THE
ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE STANDARD SPECIFICATIONS, AND APPENDIX
"A" OF THE SAN DIEGO COUNTY
16. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REGIONAL STANDARD DRAWINGS (APRIL 2006).
REMAINING IN PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL MAY
BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING
REMOVED WITHOUT PRIOR APPROVAL OF THE CITY. GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN
17. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT MINIMUM OF 92 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD,
CONFORMANCE WITH APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL
THE DURATION OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 6.
THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY STANDARD DRAWINGS (APRIL 2006) AND THE APPROVED TRAFFIC CONTROL PLAN
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
CONFORM TO SECTION 7-8 OF THE STANDARD SPECIFICATIONS. DURING THE WORKING HOURS T ORIZ AM O WORK H MONDAY
THROUGH
3. FILL SLOPES SHALL BE TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM WATERS CREATE A HAZARDOUS CONDITION. NECESSARY
PRECAUTIONS MAY INCLUDE, FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS NORMAL
18. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS-BUILT" DRAWINGS ON WHICH ALL CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED AND BUT
NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24-HOUR GUARD TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 4:00 PM TO 7:30 AM
CHANGES OR VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION.
PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS AND AT ALL TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS.
COPY OF SAID "AS-BUILT" DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED ON EMBANKMENT SLOPES WHICH ARE
WHEN REQUESTED. LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL 7. ALL EROSION CONTROL MEASURES
PROVIDED PER THE APPROVED SWPPP SHALL BE 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.. INCORPORATED HEREIN.
19. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC 4. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIALS SHALL BE COLLECTED AND 8.
GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12" WIDE UNLESS OTHERWISE SHOWN.
RIGHT-OF-WAY WITHOUT APPROVAL BY THE CITY ENGINEER. HAULED OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN FACE OF SLOPE AT
THE CONCLUSION OF EACH WORK DAY.
CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF 5. TRENCH PLATES TO BE PROVIDED
WITH SKID RESISTANT SURFACE.
20. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS LOCATION OF DEBRIS FILL SHALL BE FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN IN THE APPROVED SWPPP SHALL BE 6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS
REQUIRED TO OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF DISPOSAL OF ANY SUCH MATERIAL. IN PLACE AT THE END OF EACH
WORKING DAY WHEN FIVE (5) DAY RAIN OF THE PROPOSED POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO
TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER
DEBRIS COMMENCING WORK.
PERSON IS REQUIRED TO DESCEND. 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE SHALL BE REMOVED AFTER EACH RAINFALL.
DURATION OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO 7. ACCESS FOR FIRE AND OTHER EMERGENCY
VEHICLES SHALL BE MAINTAINED AT
21. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL SECTION 7-8 OF THE STANDARD SPECIFICATIONS. 10. SHOULD GERMINATION
OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE ALL TIMES DURING PROJECT CONSTRUCTION.
NOTES IN CASE OF CONFLICT. COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPE
22. THE CONTRACTOR SHALL BE RESPONSIBLE SHALL BE STABILIZED WITH BONDED FIBER MATRIX PER CASQA DETAIL EC-3 OF
THE CONSTRUCTION STORMWATER BEST MANAGEMENT PRACTICES HANDBOOK.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE
EROSION CONTROL DEVICES AS NECESSARY.
12. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO
Underground Service Alert SAN DIEGUITO WATER DISTRICT NORTH COUNTY TRANSIT DISTRICT SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED
BY THE PROJECT SHALL
BE INSTALLED WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40
PERCENT.
CALL TOLL FREE (SEE SHEET 2 FOR CONTINUATION OF EROSION CONTROL NOTES)
1-800 422-4133 REVIEWED BY DATE REVIEWED BY DATE
+wmacrosm wm SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY 11 DRAWN BY CHECKED BY APPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
/ BENCHMARK: OC-0139 PLANS PREPARED UNDER SUPERVISION OF R� E ED APPROVED TITLE SHEET FOR:
DESCRIPTION: BRASS DISC STAMPED OC 139 HORIZONTAL ��j�ZlGf�
LOCATION: SOUTHWESTERLY CORNER OF DATE: 1/31/2011 BY: BY:� ENCINITAS EMERGENCY STORMDRAIN REPLACEMENT C2
_ SI
J STREET AND HWY 101 SET LEROY BOD S GREG SHI L G/
IN CONCRETE LIGHT BASE, FLUSH VERTICAL R.C.E. NO. /�Z 71Q [z SAN E LI J O AVE. @ CORNISH DR
.
DATE: DATE: /L•Z1•/
ELEVATION: 78.658' DATUM: NAVD88 EXr. _ . 22312 30869 WORK PROJECT NO. CMX11 B
R.C.E. NO.: R.C.E. NO.: SHEET 1 OF 3
WORK TO BE DONE (CONT'D) H. NOTES FOR WORKING ADJACENT
D. EROSION CONTROL (CONT'D) F. IMPROVEMENTS TO RAILROAD FACILITIES SAN DIEGUITO WATER DISTRICT NOTES
13. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE SWPPP WHICH INTERFERE 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES 1.
ALL WORK WITHIN THE RAILROAD RIGHT-OF-WAY SHALL BE PERFORMED IN 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
WITH THE WORK SHALL BE RELOCATED OR MODIFIED AS THE WORK PROGRESSES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. ACCORDANCE WITH THE FOLLOWING
NCTD RULES: REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE
EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR
AS RECOMMENDED BY THE ENGINEER OF WORK AND AS APPROVED BY THE CITY
ENGINEER. 2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE a. GENERAL CODE OF OPERATING RULES. STRUCTURE WITHIN
THE LIMITS OF THIS PROJECT.
APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. A PERMIT b. SAFETY AND GENERAL RULES FOR ALL EMPLOYEES.
14. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR c.
RULES AND INSTRUCTIONS FOR MAINTENANCE-OF-WAY AND STRUCTURES. 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN I.E., LINE CROSSING,
CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNED. AFTER ANY WORK WITHIN THE STREET RIGHT-OF-WAY AT NO COST TO THE CONTRACTOR. d. REGULATIONS GOVERNING
CONTRACTORS AND OTHERS WORKING ON NCTD LINE PARALL ELING OR PROPOSED CONNECTION SHALL BE FI ELD VERIFIED. ALL
PRECIPITATION EXCEEDING ONE-QUARTER (1/4) INCH IN ANY 12-HOUR PERIOD MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL
AND SEWER TO
PROPERTY. EXISTING OR PROPOSED UTILITY CROSSING WIIHIN 10 FEET OF PROPOSED WATER
OR UPON THE DIRECTION OF THE CITY ENGINEER, SILT AND DEBRIS SHALL BE 3. ALL UNDERGROUND UTILITIES WITHIN THE RIGHT-OF-WAY SHALL BE CONSTRUCTED, e.
A.R.E.M.A. (AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY
CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO
REMOVED FROM CHECK DAMS AND DESILTING BASINS, AND BASINS PUMPED DRY CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER ASSOCIATION).
WATER DISTRICT.
AND RESTORED TO THE ORIGINAL DESIGN CONDITION. AND PAVING.
15. DESILTING BASINS CONSTRUCTED OF COMPACTED EARTH SHALL BE COMPACTED TO 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE 2.
CONTRACTOR EMPLOYEES ARE PROHIBITED FROM POSITIONING THEMSELVES, PLACING 3. CONTRACTOR SHALL BE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE
A RELATIVE COMPACTION OF 90 PERCENT OF MAXIMUM DENSITY. A SOILS SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW MATERIAL,
OR POSITIONING MACHINERY WITHIN 20 FEET OF THE NEAREST RAIL OF ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES,
ENGINEERING REPORT INCLUDING THE TYPE OF FIELD TESTING PERFORMED, WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE MAIN LINE TRACK
(25 FEET FROM THE CENTERLINE OF TRACK) UNLESS UNDER ETC..) WHICH IS AFFECTED BY THEIR PROJECT ALL AFFECTED WATER FACILITIES
LOCATION, AND RESULTS OF TESTING SHALL BE SUBMITTED TO THE CITY ENGINEER EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO CONTROL
OF NCTD RAILROAD FLAGMAN AT EACH WORK LOCATION. MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC)
FOR APPROVAL UPON COMPLETING THE DESILTING BASIN. PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL STANDARDS.
IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE
LOCATION OF EXISTING FACILITIES. 3. FLAGMAN SHALL BE IN DIRECT CONTACT WITH THE PERSONNEL AND EQUIPMENT UPGRADED TO CURRENT
STANDARDS AT THE OWNER'S EXPENSE.
16. PAVED STREETS, AC BERMS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN BEING PROTECTED. IF WORK IS SPREAD OUT OVER A SECTION OF
TRACK AND A
A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND SINGLE FLAGMAN CANNOT MAINTAIN CONTACT AT ALL TIMES WITH ALL
PERSONNEL 4. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER 11%lk
TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED AND EQUIPMENT, ADDITIONAL FLAGMEN MUST BE UTILIZED. SERVICES.
TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE G. NCTD RIGHT OF ENTRY APPROXIMATE RATE FOR ONE PERSON IS ESTIMATED AT
$71.00 FLAT RATE FEE THE EXPENSE FOR THIS FLAG PROTECTION SHALL BE BORNE BY THE CONTRACTOR.
REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS. 4.
(j''
17. STANDBY CREWS SHALL BE ALERTED BY THE CONTRACTOR FOR EMERGENCY WORK INCLUDING OVERTIME, HOLIDAYS AND WEEKENDS. THERE WALL BE A FOUR
HOUR
DURING RAINSTORMS. 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR A RIGHT-OF-ENTRY (ROE) PERMIT MINIMUM CHARGE. WITHIN 5 DAYS OF NOTICE-TO-PROCEED
SUBMIT WRITTEN
FROM NORTH COUNTY TRANSIT DISTRICT (NCTD). THE PERMIT WILL INCLUDE REQUEST TO ED SINGER AT NCTD AT (760) 966-6556 PER DISTRICT'S "FLAGMAN
18. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED REQUIREMENTS FOR INSURANCE, CONTRACTOR RAILROAD SAFETY TRAINING AND REQUEST
FORM" INDICATING THE PROPOSED DATES AND TIMES AND NUMBER OF
SWPPP PLANS, SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT DEPOSITS FOR THE NCTD COSTS FOR FLAGGING AND CONSTRUCTION INSPECTION_ FLAGMEN REQUIRED.
NO SITE WORK SHALL BEGIN UNTIL THE PROPOSED SCHEDULE
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO ADDITIONAL ITEMS MAY BE REQUIRED. THE CONTRACTOR SHALL PAY ALL COSTS HAS BEEN ACCEPTED
BY THE ENGINEER. CHARGES FOR FLAGMEN SHALL BEGIN AND
REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A FOR FLAGGING, INSURANCE, SAFETY TRAINING, CONSTRUCTION AND INSPECTION, AND END
AT THE JOB SITE.
STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY RIGHT-OF-ENTRY PERMIT.
SEASON. 5. WITHOUT THE EXPRESS INVOLVEMENT OF THE FLAGMAN, AT NO TIME SHALL THE
2. FOR ALL EMERGENCIES AFFECTING THE TRACK AND TRAIN SAFETY, CALL NCTD'S 24 CONTRACTORS ACTIVITIES "FOUL TH TRACK" I.E. COME WITHIN
8.5 FEET AT THE
19. ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE HOUR SECURITY OFFICE AT (760) 966-6700. CENTERLINE OF THE CLOSEST TRACK.
SUCH ACTIVITIES INCLUDE CRANE BOOMS,
BACK FILLED BEFORE THE END OF WORK DAY IF A 40 PERCENT, OR GREATER, EXCAVATION BUCKETS ETC.. THE FLAGMAN, AND THE FLAGMAN ONLY WILL PROVIDE
CHANCE OF RAIN IS PREDICTED. 3. ALL PERSONNEL ENTERING THE RAILROAD RIGHT-OF-WAY SHALL COMPLY WITH
APPROVAL TO "FOUL THE TRACK" AFTER FIRST OBTAINING "TRACK AND TIME" OR
NCTD REQUIREMENTS. FAILURE TO COMPLY WILL BE GROUNDS FOR TERMINATION OF OTHER FORMS OF PROTECTION AT HIS DISPOSAL.
20. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN WORK AND REVOCATION OF THE RIGHT-OF ENTRY PERMIT.
INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. 6. ALL FLAGGING COSTS SHALL BE BORNE BY THE CONTRACTOR.
21. A 12-INCH HIGH BY 4-FOOT WIDE BERM SHALL BE MAINTAINED ALONG THE TOP 4. PRIOR TO THE START OF CONSTRUCTION AND AT THE CONTRACTOR'S EXPENSE, ALL
OF THE SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS, PERSONNEL INCLUDING SUBCONTRACTORS AND THIRD PARTIES SHALL COMPLETE 7. FOR WORKERS
AND RAILROAD SAFETY, TO ENSURE NO "FOULING AT THE TRACKS"
CONCENTRATED WATER SHALL BE CARRIED NOT CLOSER THAN 10-FEET FROM THE NCTD'S CONTRACTOR SAFETY TRAINING COURSE. CONTACT LEE KUHNS AT (760) AND FOR EFFICIENCY
OF OPERATION, THE CONTRACTOR, AMTRAK OR NCTD MAY
TOP OF SLOPES. 967-2851 TO ARRANGE TRAINING. WISH TO REQUEST THE FLAGMAN SET UP FORM "B" PROTECTION..
22. PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED STREET AREAS AT THE 5. THE ROE PERMITEE SHALL PAY FOR ALL FLAGGING, INSPECTIONS, AND REVIEW S. ALL CONTRACTORS,
SUBCONTRACTORS, MATERIALS SUPPLIERS AND OTHERS
INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF COSTS AS REQUIRED IN THE ROE PERMIT. WORK BEYOND THE HOURS OF 7 AM TO WORKING
ON NCTD PROPERTY SHALL HAVE TAKEN AND PASSED A "RAILWAY
GRAVEL BAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY 5 PM, MONDAY THROUGH FRIDAY, WALL BE CHARGED AT 1.5 TIMES THE STANDARD WORKERS
TRAINING COURSE" IN ACCORDANCE WITH 49CFR, PART 214C AND NCTD
THE CITY ENGINEER AND SHALL HALF WAY ACROSS THE STREET AT RIGHT ANGLES HOURLY RATE. REGULATIONS. THIS INFORMATION SHALL BE PART OF EACH
SUBCONTRACTOR AND
TO THE CENTERLINE. EARTH MAY NOT BE USED AS VELOCITY CHECK DAMS. CHECK 6. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS SET FORTH BY NCTD, THE BE
COMMUNICATED TO ALL CONCERNED PARTIES IN WRITING AT THE INITIATION OF
DAM INSTALLATION SHALL PROVIDE FOR THE PREVENTION OF EROSION AROUND THE PROJECT AND REINFORCED BY POSTED REGULATIONS ON THE SITE. WORKMEN
THE ENDS OF THE DAM. ROE PERMIT, PROJECT PLANS AND SPECIFICATIONS, AND THE JOB SITE NCTD WITHOUT THE PROPER SAFETY TRAINING CERTIFICATION
DISPLAYED ON THEIR
FLAGMAN/EMPLOYEE-IN-CHARGE (EIC). THE NCTD FLAGMAN/EIC HAS SOLE HARD-HATS WILL BE DISMISSED FROM THE RIGHT-OF-WAY. NCTD WILL ORGANIZE
GRADE OF THE STREET INTERVAL RESPONSIBILITY TO PROTECT THE RAILROAD INFRASTRUCTURE AND OPERATIONS. AT AND PAY FOR AN INSTRUCTOR FOR SUCH
A TRAINING COURSE PRIOR TO START OF
LESS THAN 2% AS REQUIRED ALL TIMES THE CONTRACTOR SHALL FOLLOW THE FLAGMAN/EIC'S DIRECTION. CONSTRUCTION. CONTRACTOR SHOULD SCHEDULE A
MINIMUM OF 3 HOURS FOR A
2% TO 4% 100 FEET TRAINING COURSE. ALL COSTS INCURRED BY THE CONTRACTOR ASSOCIATED WITH
4% TO 10% 50 FEET 7. ALL PERSONS ENTERING THE RAILROAD RIGHT-OF-WAY SHALL HAVE TAKEN THE PERSONNEL ATTENDANCE AT A COURSE ARE TO BE INCLUDED
IN THE CONTRACT
OVER 10% 25 FEET NCTD SAFETY TRAINING COURSE AND SHALL HAVE THE NCTD SAFETY STICKER PRICE. IF SUBSEQUENT TRAINING COURSES ARE REQUIRED,
CONTRACTOR SHOULD
AFFIXED TO THEIR HARD HAT. ALLOW $300.00 PER COURSE TO BE PAID TO NCTD. • GAP
8. NO WORK SHALL BE PERFORMED WITHIN THE RAILROAD RIGHT-OF-WAY WITHOUT A 6 p
E. HYDROSEED AND TURF REINFORCEMENT MATTING ROE PERMIT, FLAG REQUESTS SUBMITTED TO NCTD A MINIMUM OF 3-BUSINESS 9. CONTRACTOR SHALL DESIGNATE
A RESPONSIBLE INDIVIDUAL TO C AVAILABLE TO G
DAYS PRIOR TO WORK, AND A NCTD FLAGMAN PRESENT DURING ALL CONSTRUCTION RESPOND M EMERGENCY CALLS AND PROVIDE THE ENGINEER, NCTD,
LOCAL POLICE, PER
1. HYDRO SEED SHALL BE APPLIED TO ALL FILL SLOPES THAT ARE GRADED 6:1 AND RELATED ACTIVITIES. AND ALL EMERGENCY RESPONSE AGENCIES IN THE AREA
WITH THE INDIVIDUAL'S
NAME AND TELEPHONE NUMBER AT WHICH THAT PERSON MAY BE REACHED AT ALL
(HORIZONTAL TO VERTICAL) OR STEEPER. TIMES. SUCH PERSON SHALL HAVE FULL AUTHORITY AND CAPACITY TO MOBILIZE
9. THE CONTRACTOR SHALL COMPLY VATH ALL ENVIRONMENTAL AND THIRD PARTY FORCES PROMPTLY AS REQUIRED TO RESPOND TO AN EMERGENCY AND TO
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM PERMITS AS REQUIRED BY THE WORK. PROTECT THE PUBLIC. 10'
x
LEVEL FOR THE GROWTH OF HYDROSEED AND BONDED FIBER MATRIX. VON 50' p
10 EQUIPMENT OPERATOR ATOR MAKE THE
NECESSARY
ARRANGEMENTS FOR EACH
RADIO CONTACT WITH THEIR t0 INDUCTORS I AND BE TAKESIG E O THE PRESENCE F TOTE ACTIRAI STOP AND)
3. HYDROSEED MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
FORMAN. THE FOREMAN WILL IN TURN HAVE CONSTANT AND DIRECT CONTACT WI1H EVERY PRECAUTION SHALL BE TAKEN TO PROTECT THIS EQUIPMENT.
1. SEED MIX SHALL CONSIST OF NO LESS THAN: THE NCTD FLAGMAN/EIC. G�RBR
a. 20 LBS. PER ACRE OF ROSE CLOVER 11 WORK WALL BET�ERMINATEDABY NCTD PSHOULD DNOTSMAMPEDEPLANS BE ON-SITE.
Ra�U BE�pt� GUTTER
b. 20 LBS. PER ACRE OF ZORRO FESCUE
c. 3 LBS. PER ACRE OF ESCHSCHOLZIA CALIFORNICA1p16 FLOwuNE
d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA 12. THE CONTRACTOR SHALL CONTACT NCTD AT (760) 967-2851 72-HOURS IN
e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) ADVANCE FOR ANY INSPECTIONS REQUIRED IN THE ROE PERMIT. �\
f. 1/2 LBS. PER ACRE OF DIMORPHOLECA I. CONTRACTOR'S RESPONSIBILITIES
g. ITEM (a) OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING 13. THE MOVEMENT OF TRAINS IS UNPREDICTABLE. TRAINS MAY APPROACH THE JOB
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE SITE IN ANY DIRECTION, AT ANY SPEED, AT ANY TIME, AND MAY STOP AND
APPLYING HYDROSEED AND BONDED FIBER MIX. OCCUPY THE TRACK WITHIN THE CONTRACTOR'S WORK ZONE FOR AN UNDETERMINED 1. THE L CONTRACTOR
CONSTRUCT SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR ic6,
h. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN UNOPENED PERIOD OF TIME. SHALL CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES
AS APPROVED BY THE CITY <o
ENGINEER, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR
CONTAINERS WITH CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 14. NO PERSONNEL SHALL CROSS ANY TRACK WITHOUT THE APPROVAL FROM THE NCTD STANDARDS,
LAWS, AND REGULATIONS. ROLLED CURB TRANSITION DETAIL
I. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED AND FLAGMAN.
BONDED FIBER MATRIX SLURRY AT THE DESCRIPTION OF THE CONTRACTOR. 15. ONLY THE NCTD FLAGMAN IS PERMITTED TO PERFORM FLAGGING OPERATIONS WITHIN 2.
CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE NO SCALE
WERE TURF REINFORCEMENT MATTING IS APPLIED: THE RAILROAD RIGHT-OF-WAY. CONDITIONS DURING THE COURSE E CONSTRUCTION,SHALL INCLUDING SAFETY
L ALL
PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
AFTER HYDROSEEDING, INSTALL TURF REINFORCEMENT MATTING (SERIES C350 BY NOT BE LIMITED TO NORMAL WORKING HOURS.
NORTH AMERICAN GREEN, OR APPROVED EQUAL).
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTAl10N AND/OR ANY 2•_6"
4. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION.
SUCH
SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION
SET BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR A STATE OF
AREA TO RECEIVE HYDROSEED SHALL BE PREPARED PRIOR TO APPLICATION BY: CALIFORNIA REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND
SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL 3 P.I.
5. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER,
AS 1/2" R--\ R=2'-6"
REQUIRED BY THE LAND SURVEYORS ACT. R=2'-6"
a. TRACK WALKING SLOPES STEEPER THEN 6:1.
� v
b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM (A) ABOVE.
4. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING
6. CONDITIONING OF THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: SUBSURFACE UTILITIES, PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION.
'2" '
ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE 7v pe P.I.
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING
OF
SATURATED SEED BED. CONSTRUCTION. IF DURING POT HOLING THE CONTRACTOR DISCOVERS A POTENTIAL WEAKENED
b. THE CONDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OF CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING UTILITIES, THE CONTRACTOR
PLANE JOINT
COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. 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 1- CONCRETE SHALL BE 520-C-2500.
HYDROSEED AND TURF REINFORCEMENT MATTING AREAS SHALL BE MAINTAINED TO START OF UTILITY INSTALLATION. 2. SEE SDRSD
G-9 & G-10 FOR JOINT DETAILS.
PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY 3. SLOPE TOP OF CURB 1/4" PER FOOT TOWARDS
ROADWAY.
RELEASED. THIS INCLUDES THE CONTRACTOR APPLYING ADEQUATE IRRIGATION WATER 5. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND
UTILITIES
UNTIL VIGOROUS GROWTH HAS TAKEN HOLD. BY CALLING THE LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY CURB IDENTIFICATION
NUMBER, AT LEAST (3) DAYS PRIOR TO THE START OF ANY ROLLED CURB & GUTTER DETAIL
CONSTRUCTION.
NO SCALE
DESIGNED BY I
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DRAWN Y CHECKED BY APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO.
/L BENCHMARK: OC-0139 PLANS PREPARED UNDER SUPERVISION OF REC 1DED APPR VED TITLE SHEET FOR:
DESCRIPTION: BRASS DISC STAMPED OC 139 HORIZONTAL --
LOCATION: SOUTHWESTERLY CORNER OF DATE: 1/31/2011 BY: BY ENCINITAS EMERGENCY STORMDRAIN REPLACEMENT
8 SI
J STREET AND HWY 101 SET LER BO AS MEG LDS SAN ELI JO AVE . �? CORNISH DR .
IN CONCRETE LIGHT BASE, FLUSH VERTICAL R.C.E. N0.
DATE: � �� 1 DATE: IL•L1• a/D
ELEVATION: 78.658' DATUM: NAVD88 EXP. R.C.E. NO.: 22312 R.C.E. NO.: 30869 WORK PROJECT NO.
CM X1 1 B SHEET 2 OF 3
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