6794 PROJECT PLANS FOR THE IMPROVEMENT OF PERMITNUMBERII-
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REGAL ROAD AS -BUILT PLANS FOR ROADWAY GEOMETRIC
AND ABOVE GROUND FEATURES
NOBEL CT.
CITY OF ENCINITAS GARDENA T STATE REPRESENTATIVE DATE
MELBA RD
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WORK TO BE DONE WORK TO BE DONE (SPECFICATIONS & STD DWG) � R Q a
A. GENERAL THE IMPROVEMENTS CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, AND W W
THE FOLLOWING SPECIFICATIONS AND STANDARD DRAWINGS. 4 ° Q Q o
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (2006 EDITION), THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND e s
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (APRIL 2006 EDITION). ANY CHANGES OR REVISIONS STANDARD SPECIDICATIONS
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THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 1 " ED TON) OK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (2009 I r
2. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. &. i SANTA IF ORivE
2. STATE OF CALIFORNIA STANDARD SPECIFICATIONS - MAY 2006. a
3. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO PROTECT ADJACENT PROPERTIES DURING I FAITH AV£ Q
GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO THE 3. CALIFORNIA DEPARTMENT OF TRANSPORTION, "MANUAL OF TRAFFIC
CONTROLS FOR
SATISFACTION OF THE ENGINEER AT NO COST TO THE CITY. CONSTRUCTION AND MAINTENANCE WORK ZONES" (1996 EDITION). _
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 STANDARD DRAWINGS c
REGISTERED CIVIL ENGINEER OR A STATE OF CALIFORNIA LICENSED LAND SURVEYOR TO THE SATISFACTION OF 1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS -
APRIL 2006. W
THE ENGINEER AND AT NO COST TO THE CITY. °
VXI
5. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND 2• STATE OF CALIFORNIA STANDARD PLANS -MAY 2006.
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SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, g I o
LAWS AND REGULATIONS.
6. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY C. GRADING W
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS 1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT VICINITY MAP
AND CITY RECOGNIZED HOLIDAYS. PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO \�
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7. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES
TO PREVENT EROSION OF FRESHLY GRADED AREAS \ ,/ NOT TO SCALE
ENGINEERING STANDARDS, AS SHOWN ON THESE PLANS, AND AS APPROVED BY THE CITY ENGINEER. UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL
MEASURES HAVE BEEN INSTALLED,
8. APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT CONSTITUTE APPROVAL OF ANY WORK OUTSIDE THE PROJECT 2• ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE
FILLED AND FILL SHALL BE PLACED IN ACCORDANCE /
BOUNDARY WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE / LEGEND SYMBOL
REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL
9. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED, AND TESTED AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE
FIRM NATURAL GROUND. THE EXPOSED SOILS
PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 92
PERCENT. IT �r / EXIST. R/W ... ....... .. .... .. . . ....... .......
10. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE,
SPREAD, WATER AND COMPACT THE FILL IN -• EXIST. C.L.
STRICT ACCORDANCE WITH SPECIFICATIONS. -
A BASE UTILITY MAP AND A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITIES SHOWN HEREON 3. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED
TO FINISH GRADE TO PRODUCE SMOOTH SURFACES ^ EXIST. CONTOUR .... .............................. ......................... __�T85__
AND OTHERS WHICH ARE NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 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 EXIST. SIGNS ...........................
........ ........ ............................... 0_
11. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL CONFIRMED BY FIELD CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
EXPOSED OR EXCAVATION OR EMBANKMENT r \. +
MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED
AND DISPOSED OF. THE TOE AND 1 EXIST. FENCE.... X _
(POTHOLING) AND LOCATE ALL EXISTING UNDERGROUND FACILITIES IN THE PROJECT AREA SUFFICIENTLY AHEAD OF TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE
WITH THE GRADING ORDINANCE \
CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF r ! j$
EXIST. WATER MAIN. ....... .... ........................................ ..____._._ W
EXISTING FACILITIES. 4. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED AND �1
o i)? 1 EXIST. SEWER MAIN
12. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY HAULED OFF THE SITE BY THE CONTRACTOR
SO AS TO LEAVE THE AREAS THAT HAVE BEEN g v , ( S
CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF n m tl EXIST. GAS LINE ..
....................... ................ ............................... ____ _ -. G
FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 800 - 422 -4133 (DIG ALERT) LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
B. THE CONTRACTOR SHALL NOTIFY THE AT &T COMMUNICATIONS COMPANY PRIOR TO STARTING WORK NEAR COMPANY S T
J - �- - nRI Y TTY
E EXIST. STORM DRAIN ....... ......... ......... ......_... .........................
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FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 619 - 546 -3606 a -
- - - - - --
5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION OF
C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE
SHALL CONFORM TO SECTION 7 -8 OF THE N �, `" PROP. FENCE. ... ......................... .................. .......... ............ X
FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 633 -2709 STANDARD SPECIFICATIONS. -A PROP.
PCC SIDEWALK......
D. THE CONTRACTOR SHALL NOTIFY THE COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK NEAR COMPANY FLO
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FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 800 - 422 -4133 (DIG ALERT) D. EROSION CONTROL ffT
PROP. AC PAVING SECTION - _
E. THE CONTRACTOR SHALL NOTIFY THE SAN ELIJO JPA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
GREG SHIELDS AT (760) 633 -2778 .
(RECLAIMED WATER) AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 753 -6203 (EXT. 32) 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL
BE MADE AVAILABLE AT ALL TIMES KEY MAP SHEET INDEX v PROP. AC OVERLAY
13. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE AND THAT ARE NOT DURING THE RAINY SEASON. ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE AT
CALLED OUT TO BE REMOVED ON THESE PLANS. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION
OF TEMPORARY DEVICES WHEN RAIN SCALE: 1 "= 100' SHEET NO. SHEET DESCRIPTION PROP. HYDROSEED AND BONDED FIBER MATRIX........
PRIOR TO APPROVAL OF THE CITY. IS IMMINENT.
14. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS 3. CONTRACTOR SHALL PREPARE A STORM WATER
POLLUTION PREVENTION PLAN (SWPPP) AND OBTAIN 1 ......................... TITLE SHEET INDEX PROP. SAWCUT LINE......... .........
AT ALL TIMES. APPROVAL FROM THE CITY ENGINEER PRIOR TO THE START OF ANY WORK. DEVICES SHOWN IN 2 NOTES, DETAILS
THE SWPPP SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. ........ ............... REGAL
ROAD (STA. 10 +00 TO 13 +75) PROP. TYPE 'G' PCC CURB AND GUTTER....... G- 2 ,..G- 1.Q............,..........
15. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY DESIGNATED TO BE REMOVED SHALL BE SALVAGED AND THE SWPPP MUST PROVIDE A 24 HOUR TELEPHONE
NUMBER AND THE NAME(S) OF THE PERSON(S) 4 ......................... REGAL ROAD (STA. 13 +75 TO 16 +79)
RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT OF WAY, THAT ARE NOT RESPONSIBLE FOR EMERGENCY WORK. A TELEPHONE ANSWERING
MACHINE OR ANSWERING SERVICE IS PROP. SLOPE.... ....................................... 2:. 1.. CU .T. /F.ILL.....................
DESIGNATED TO BE REMOVED, THAT ARE DAMAGED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE UNACCEPTABLE. 5 .....................
.... STREET SECTIONS
CONTRACTOR AT NO COST TO THE CITY. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE
300
16. THE CONTRACTOR SHALL NOTIFY IN WRITING AND OBTAIN APPROVAL OF THE CITY ENGINEER OF WORK PRIOR TO MAKING SATISFACTION OF THE CITY ENGINEER AFTER RUN
-OFF PRODUCING RAINFALL.............................. ........- .................... FG
CHANGES IN THE FIELD. NOTE TO CONTRACTOR 0
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED FLOWLINE ELEVATION..............
...................... .......................... .......... F� app
17. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING
OPERATION OR UNFORESEEN THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM AVAILABLE 1C 300 p
18. THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF "AS- BUILT" DRAWINGS ON WHICH ALL CHANGES OR CIRCUMSTANCES WHICH MAY ARISE. RECORDS
AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE TOP OF CURB ELEVATION ..................................... ...........................
....
VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE RECORDED. A COPY OF SAID "AS- BUILT" DRAWINGS SHALL BE 6. ALL EROSION CONTROL MEASURES PROVIDED PER
THE APPROVED SWPPP SHALL BE VERIFIED BY THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS Ep 3 pp 0
PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. INCORPORATED HEREON. RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY MEASURES
TO PROTECT ALL UNDERGROUND AND EXIST. GRADE ..................................................... ............................... S
19. MATERIAL OF DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT OF WAY WITHOUT APPROVAL BY THE CITY OVERHEAD STRUCTURES WHETHER
SHOWN OR NOT ON THESE DRAWINGS.
7. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE
ENGINEER. AT THE CONCLUSION OF EACH WORK DAY. E HYDROSEED AND BONDED FIBER MATRIX/
20. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSHA NOTE: THE CONTRACTOR IS REQUIRED TO OBTAIN A PERMIT 8. ALL REMOVABLE PROTECTIVE DEVICES SHOWN IN
THE APPROVED SWPPP SHALL BE IN PLACE AT D. EROSION CONTROL NOTES CONT.
FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRE OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY 15. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS TURF REINFORCEMENT
MATTING
INTO WHICH A PERSON IS REQUIRED TO DESCEND. PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. INTO AREAS
WHERE IMPOUND WATER CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE, 1. HYDROSEED AND BONDED FIBER MATRIX SHALL BE APPLIED TO ALL SLOPES
THAT ARE GRADED
9. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING
OR A 24 -HOUR GUARD PREVENTING UNAUTHORIZED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE:
) PRIOR TO OCTOBER 1
B. NOTIFICATIONS GRADED SLOPES 90% COVERAGE a. THREE FEET OR MORE IN FILL AREAS.
WITH BONDED FIBER MATRIX PER CASQA DETAIL EC -3 O THE SLOPE S HALL BE STABILIZED PERSONS FROM ENTERING THE BASINS. F THE CONSTRUCTION
STORM WATER 16. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, b. 5 FEET OR MORE IN HEIGHT IN CUT
AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE BEST MANAGEMENT PRACTICE HANDBOOK. FREE OR
LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE TO EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE
CITY ENGINEER.
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING MEANS SHALL BE USED TO CLEAN STREETS
EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE EROSION BY SWEEPING
OR OTHER MECHANICAL MEANS 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE
.
CONTROL DEVICES AS NECESSARY. GROWTH OF THE HYDROSEED AND BONDED FIBER MATRIX.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR 17. STANDBY CREWS SHALL BE ALERTED
BY THE CONTRACTOR FOR EMERGENCY WORK DURING RAINSTORMS.
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING 11. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN
SEDIMENT ONSITE AND TO SAFELY 3. HYDROSEED MIX SHALL CONSIST OF ALL THE FOLLOWING:
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT
SHALL BE INSTALLED WHEN 18. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED SWPPP PLANS, SHALL BE AVAILABLE
UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. ON SITE AND STOCKPILED AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES 1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. SEWERS - ENCINITAS SANITARY DIVISION 12. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE SWPPP WHICH INTERFERE WITH WORK OR TO REPAIR
ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STANDBY CREW SHALL BE a. 20 LBS. PER ACRE OF ROSE CLOVER
b. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC SHALL BE RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY THE MADE AVAILABLE
AT ALL TIMES DURING THE RAINY SEASON. b. 20 LBS. PER ACRE OF ZORRO FESCUE
c. WATER - SAN DIEGUITO WATER DISTRICT (800)422 -4133 DIG ALERT ENGINEER OF WORK AND AS APPROVED BY THE CITY ENGINEER. 19. ALL
UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACK FILLED BEFORE THE END OF c. 3 LBS. PER ACRE OF ESCHSCHOLZIA CALIFORNICA
d. TELEPHONE - AT &T WORK DAY IF A 40 PERCENT, OR GREATER, CHANGE OF RAIN IS PREDICTED. d. 4 LBS. PER ACRE
OF ACHILLEA MILLEFOLIA
e. CABLE TV - COX CABLE 13. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE CONTINUOUS e. 3
LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. RECLAIMED WATER - SAN ELIJO JPA CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNED. AFTER PRECIPITATION EXCEEDING 20. A GRAVEL BAG SILT
BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT f. 1/2 LB. PER ACRE OF DIMORPHOLECA
ONE- QUARTER (1/4) INCH IN ANY 12 -HOUR PERIOD, OR UPON THE DIRECTION OF THE CITY ENGINEER, FROM ENTERING THE STORM DRAIN SYSTEM.
g. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED
2. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS
AND DESILTING BASINS, BASINS PUMPED. DRY EITHER BY DRILLING OR BROADCASTING BEFORE APPLYING HYDROSEED AND BONDED FIBER MATRIX.
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. DRY AND OTHERWISE RESTORED TO THE ORIGINAL DESIGN CONDITION.
21. A 12 -INCH HIGH BY 4 -FOOT WIDE BERM SHALL BE MAINTAINED ALONG THE TOP OF THE SLOPE OF THOSE FILLS h. ALL SEED MATERIALS SHALL BE TRANSPORTED
TO THE JOB SITE IN UNOPENED CONTAINERS WITH
3. Q) WOR C ORKING DAYS PRIOR O TO T CONDUCTING ANY EXCAVATION WORK U ON )THIS ( PROJOEOCT42THIS i) S 14. DESILTING BASINS
ON WHICH GRADING IS NOT IN PROGRESS. CONCENTRATED WATER SHALL BE CARRIED NOT CLOSER THAN 10 -FEET CALIFORNIA DEPARTMENT
OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED
REQU ALL EXTEND COMPACTION OF90 R OF MAXIMUM DENSITY. EARTH
A SOI ENGINEER NG REPORT INCLUDING NGVTHE FROM THE TOP OF SLOPES. ON SAID CONTAINERS.
TO EXCAVATION WORK CONDUCTED WITHIN THE PUBLIC RIGHT -OF -WAY AND EXCAVATION WORK CONDUCTED ON PRIVATE TYPE OF FIELD TESTING PERFORMED, LOCATION, AND RESULTS
OF TESTING SHALL BE SUBMITTED TO 22• PROVIDED VELOCITY CHECK DAMS IN ALL UNPAVED STREET AREAS AT THE INTERVALS INDICATED BELOW. VELOCITY i. NON WETTING
AGENTS MAY BE ADDED TO THE HYDROSEED AND BONDED FIBER MATRIX
PROPERTY. THE CITY ENGINEER FOR APPROVAL UPON COMPLETING THE DESILTING BASIN. CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER,
OR OTHER EROSION RESISTANT MATERIALS APPROVED SLURRRY RY A AT -TOXIC T THE DISCRETION OF THE CONTRACTOR.
BY THE CITY ENGINEER AND SHALL EXTEND HALF WAY ACROSS THE STREET AT RIGHT ANGLES TO THE CENTERLINE. WHERE BONDED FIBER
MATRIX IS APPLIED
EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS. CHECK DAM INSTALLATION SHALL PROVIDE FOR THE
b rl� PREVENTION OF EROSION AROUND THE ENDS OF THE DAM. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS
THAN 2,000 LBS. PER ACRE. TYPE 6 MULCH (STRAW)
SAN DIEGUITO WATER DISTRICT M .�
'tb� f GRADE OF THE STREET INTERVAL MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER
MATERIAL. WHEN STRA
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1
HALE ENGINEERING 3 Ho.ee02e Z+ IS USED IT MUST ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO
LESS THAN 50% OF
� LESS THAN 2% AS REQUIRED THE STRAW INTO THE SOIL.
�• ��0� // ' 2% TO 4% 100 FEET
CIVIL ENGINEERING SURVEYING LAND PLANNING * * 4% TO 10% WHERE REINFORCEMENT MATTING IS APPLIED
D� /a •O9 OVER 10% 25 FEET AFTER HYDROSEEDING, INSTALL TURF REINFORCEMENT MATTING �
SERIES C350 BY NORTH AMERICAN
REVIEWED BY DATE: � (
7910 CONVOY COURT (858) 715 -1420 ¢ GREEN OR APPROVED EQUAL.) c
23. THE CONTRACTOR SHALL BE REQUIRED TO FILE A NOTICE OF INTENT (N01) FOR THE PROJECT. �
SAN DISCO, CA 92111 (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED
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DESIGNED BY DRAWN BY CHECKED BY
REVISIONS APPROVED DATE REFERENCES
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