8123PLANS FOR THE CONSTRUCTION OF
STORM DRAIN OUTFACE REPAIR LEGENDZ�u�
WORK TO BE DONE MANCHESTER AVE, EAST OF EL CAMINO REAL ,S.�
PROPOSED MODIFIED CUT OFF WALL - - - SDRSD D -80A - 3
A. GENERAL IN THE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD PROPOSED 6" TYPE 'A' BERM ___________________ - _ ___________________SDRSD G -5 ------------------ 32.92 LF.1
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2012
AN EDITION), THE MAY 2010 CITY ENCEANITAS EDITION OF THE CALTRANS STANDARD SPECIFICATIONS AND THE SAN DIEGO AREA
REGIONAL STANDARD DRAWINGS (AUGUST 2012 EDITION).
PROPOSED 10' TYPE 'B' CURB INLET ____________________________ SDRSD D -2 ____________________ 1
2. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO PROTECT
ADJACENT PROPERTIES DURING CONSTRUCTION. ANYTHING DAMAGED OR DESTROYED
SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO CONSTRUCTION.
PROPOSED 6" CURB &GUTTER -------------------------------------------- SDRSD G- 2------------------ 2'2.96 L.F.
3. GRADING AND EQUIPMENT SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 91LO tom-
P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS.
�C0\1 PROPOSED SAWCUT & REMOVAL OF EX. AC & REPLACE 27 S.F.
NOISE LEVELS OF ALL CONSTRUCTION ACTIVITIES SHALL NOT EXCEED 86 DECIBELS (dB) 0 S9 E gLVO• --------------------------
MEASURED AT 50 FEET. y :'
B. NOTIFICATIONS �'. PROPOSED GUARDRAIL
4. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN
ACCESS TO PRIVATE DRIVEWAYS AT ALL TIMES. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON n Z ENCINITAS loo L•F.
5. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF m
CONSTRUCTION SITE WITHIN THIS PROJECT THE CONTRACTOR SUBMIT TO AND RECEIVE OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, o
APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE HOWEVER: = SANTA FE DR.
D
CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT z
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE 0 �co zz
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR
6. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ENGINEER OF o
STRUCTURES AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND r SHEET INDEX
Z J
WORK PRIOR TO MAKING CHANGES IN THE FIELD. LOCATION OF UTILITIES AND NOTIFICATION, OF COMMENCEMENT OF WORK: n a w
7. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE
a. SEWERS ............................ ENCINITAS SANITARY DIVISION BIRMINGHAM °
CITY OF ENCINITAS ENGINEERING STANDARDS, AS SHOWN ON THESE PLANS, AND AS b. GAS &ELECTRIC ............. SAN DIEGO GAS &ELECTRIC �Z o DRIVE w ±470'
APPROVED BY THE CITY ENGINEER. c. WATER .............................. OLIVENHAIN MUNICIPAL WATER (800) 422 -4133 DIG ALERT DUBLIN:., 9<G^ f SHEET 1 - TITLE SHEET
d. TELEPHONE ....................... AT &T DRIVE SHEET 2 - ADDITIONAL NOTES
8. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO e. CABLE TV ......................... COX CABLE
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH f. MCI (CONTACT IS ALAN NAGEL AT (951)681 -4863 5 SHEET 3 - IMPROVEMENT PLAN
COMPANY REPRESENTATIVES. �� PROJECT SHEET 4 - EROSION CONTROL PLAN
2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO �p��P LOCATION
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770.
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS
PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. 3. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON ALL CALLS FOR INSPECTION. PHONE: SAN
TELEPHONE: (858) 654 -8735 (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE ELIJO
SUBJECT TO REJECTION AND REMOVAL. LAGOO
9. THE CONTRACTOR SHALL NOTIFY AT &T PRIOR TO STARTING WORK NEAR COMPANY
FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. 4. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT S21 NOTE TO CONTRACTOR
(1 -800- 422 -4133) NOT LESS THAN TWO (2) WORKING DAYS PRIOR TO CONDUCTING ANY r
TELEPHONE: (760) 489 -3943 EXCAVATION WORK ON THIS PROJECT. THIS REQUIREMENT SHALL EXTEND TO EXCAVATION THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE BEEN
WORK CONDUCTED WITHIN THE PUBLIC RIGHT -OF -WAY AND TO EXCAVATION WORK VICINITY MAP OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE
10. THE CONTRACTOR SHALL NOTIFY THE OLIVENHAIN MUNICIPAL WATER DISTRICT 48 CONDUCTED ON PRIVATE PROPERTY. USA PROVIDE THE CALLER WITH AN "INQUIRY NO SCALE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR
HOURS IN ADVANCE OF STARTING WORK NEAR COMPANY FACILITIES AND SHALL IDENTIFICATION NUMBER" WHICH WILL SERVE AS PROOF OF THE TIME AND DATE THAT THE PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE ALL
COORDINATE WITH COMPANY REPRESENTATIVES. CALL WAS MADE. CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING THIS NUMBER AND NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDERGROUND AND
PRODUCING IT TO THE OWNER OR THEIR REPRESENTATIVE UPON DEMAND. NO EXCAVATION OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS.
NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN THE PROJECT AREA PERMIT SHALL BE VALID UNTIL THIS NUMBER HAS BEEN OBTAINED PURSUANT TO SECTION
TELEPHONE: (760) 753 -6466. 4216 OF THE GOVERNMENT CODE.
11. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING D. EROSION CONTROL
WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY
REPRESENTATIVES. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT (760)
NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES CONTACT COX CABLE 633 -2778.
TELEVISION COMPANY. TELEPHONE: (619) 266 -5217. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ABBREVIATIONS
12. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE ALL TIMES DURING RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
CITY INSPECTOR. STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID AC = ASPHALT CONCRETE VERT. = VERTICAL
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. LIP = GUTTER LIP HORIZ. = HORIZONTAL
13. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS EP = EDGE OF PAVEMENT SDRSD = SAN DIEGO REGIONAL
REMAINING IN PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR 3. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, EQUIPMENT AND ALL TC = TOP OF CURB STANDARD DRAWINGS
REMOVED WITHOUT PRIOR APPROVAL OF THE CITY. APPURTENANT WORK NECCESSARY TO COMPLY WITH THE EROSION CONTROL PLAN FL = FLOWLINE PP = POWER POLE
INCLUDED AS PART OF THESE PLANS AND SPECIFICATIONS. DEVICES SHOWN ON TB = TOP OF BERM
THESE PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
14. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT ENGINEERING INSPECTOR. THE CONTRACTOR SHALL PROVIDE A 24 HOUR TELEPHONE
THE DURATION OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL C. GRADING NUMBER AND THE NAME(S) OF THE PERSON(S) RESPONSIBLE FOR EMERGENCY
CONFORM TO SECTION 7 -8 OF THE STANDARD SPECIFICATIONS. WORK. A TELEPHONE ANSWERING MACHINE OR ANSWERING SERVICE IS
15. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS- BUILT" DRAWINGS ON WHICH ALL
1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE UNACCEPTABLE.
DRAINAGE AND PREVENT PONDING OF WATER. THE CONTRACTOR SHALL CONTROL SURFACE WATER
CHANGES OR VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A AND AVID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
COPY OF SAID "AS- BUILT' DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER RUN -OFF PRODUCING
WHEN REQUESTED. PERMANENT DRAINAGE AND EROSION MEASURES HAVE BEEN INSTALLED. RAINFALL. TRAFFIC CONTROL NOTES
16. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC 2. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE
RIGHT -OF -WAY WITHOUT APPROVAL BY THE CITY ENGINEER. ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING STANDARD SPECIFICATIONS, AND APPENDIX "A" OF THE SAN DIEGO COUNTY
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. REGIONAL STANDARD DRAWINGS (AUGUST 2012).
17. OCCUPATIONAL SAFETY &HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
REQUIRED TO OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY TRAFFIC FLOW IN BOTH DIRECTIONS IN
TR
THE CONTRACTOR SHALL MAINTAIN
TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A MINIMUM OF 92 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 2.
PERSON IS REQUIRED TO DESCEND. WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. WATERS CREATE A HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE, CONFORMANCE WITH APPENDIX MAINTAIN TR THE SAN DIEGO COUNTY REGIONAL
BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24 -HOUR GUARD STANDARD DRAWINGS (AUGUST 2012) AND THE APPROVED TRAFFIC CONTROL PLAN
18. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS DURING THE WORKING HOURS OF 7:30 AM TO 4:00 PM, MONDAY THROUGH
NOTES IN CASE OF CONFLICT. 3. FILL SLOPES SHALL BE TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS NORMAL
CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED AND 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP SHALL BE TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 4:00 PM TO 7:30 AM
.
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. INCORPORATED HEREIN. AND AT ALL TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS.
ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED ON EMBANKMENT SLOPES WHICH ARE
LIABLE TO BECOME LOOSENED SHALL REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.. FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
4. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIALS SHALL BE COLLECTED AND 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12" WIDE UNLESS OTHERWISE SHOWN.
HAULED OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN KEN 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN IN THE APPROVED SWPPP SHALL BE
CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF �S`�' `�71� IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN 5. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE.
LOCATION OF DEBRIS FILL SHALL BE FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO QOM ��C���' /F`F9 PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407). SILT AND OTHER DEBRIS 6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS
DISPOSAL OF ANY SUCH MATERIAL. 4 y i SHALL BE REMOVED AFTER EACH RAINFALL.
Q << OF THE PROPOSED POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO
5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE Zj y 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COMMENCING WORK.
DURATION OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO * 70971 * COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPE 7, ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT
SECTION 7 -8 OF THE STANDARD SPECIFICATIONS. SHALL BE STABILIZED WITH BONDED FIBER MATRIX PER CASQA DETAIL EC -3 OF ALL TIMES DURING PROJECT CONSTRUCTION.
,rte 0 L �P THE CONSTRUCTION STORMWATER BEST MANAGEMENT PRACTICES HANDBOOK.
'rtor EptIFC� 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
SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL
BE INSTALLED WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40
PERCENT.
Underground Service Alert
Dig Alert (SEE SHEET 2 FOR CONTINUATION OF EROSION CONTROL NOTES)
YOU DIG
CALL L TOLL FREE
811
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY II DRAWN BY I CHECKED BY APPROVALS )QTY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
'� •I _ ELEV 38 52' NA 1038) PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVE
ELEV 37.52' (NAVD fia) TITLE SHEET FOR: ..
RECORD OF SURVEY 18416 HORIZONTAL _ DATE. lb IO BY: GREG SHIELDS BY: GLENN PRUIM STORM DRAIN OUTFALL REPAIR 4�- D 1
2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEAST VERTICAL A 70917
CORNER DRAINAGE INLET ON THE EAST SIDE OF R.C.E. No. DATE: DATE: �/ �y MANCHESTER AVE. EAST OF EL CAMINO REAL
MANCHESTER AVENUE 0.1 MILE SOUTH OF THE EXP. 6/30/2015 WORK PROJECT N0. CXIIG
INTERSECTION WITH EL CAMINO REAL. CHRISTY A R.C.E. NO.: 30869 R.C.E. NO.: 51274 SHEET 1 OF 4
V
N
W
WORK TO BE DONE (CONT'D)
EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE
3. HYDROSEED MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
E.
HYDROSEED AND TURF
REINFORCEMENT MATTING
G. CONTRACTOR'S RESPONSIBILITIES
D. EROSION CONTROL (CONT'D)
PRECIPITATION EXCEEDING ONE— QUARTER (1/4) INCH IN ANY 12 —HOUR PERIOD, OR
. :
1 SEED MIX SHALL CONSIST OF NO LESS THAN
1.
HYDRO SEED SHALL BE APPLIED TO ALL FILL SLOPES
THAT ARE GRADED 6:1
1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR
13. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE SWPPP WHICH INTERFERE
( HORIZONTAL TO VERTICAL ) OR STEEPER.
SHALL CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES AS APPROVED BY THE CITY
WITH THE WORK SHALL BE RELOCATED OR MODIFIED AS THE WORK PROGRESSES
a. 20 LBS. PER ACRE OF ROSE CLOVER
ENGINEER, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR
AS RECOMMENDED BY THE ENGINEER OF WORK AND AS APPROVED BY THE CITY
2.
IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF
THE SOIL AT THE OPTIMUM
CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH
ENGINEER.
LEVEL FOR THE GROWTH OF HYDROSEED AND BONDED
FIBER MATRIX.
STANDARDS, LAWS, AND REGULATIONS.
14.
EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE
3. HYDROSEED MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNED. AFTER
CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL
PRECIPITATION EXCEEDING ONE— QUARTER (1/4) INCH IN ANY 12 —HOUR PERIOD, OR
. :
1 SEED MIX SHALL CONSIST OF NO LESS THAN
PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
UPON THE DIRECTION OF THE CITY ENGINEER, SILT AND DEBRIS SHALL BE
NOT BE LIMITED TO NORMAL WORKING HOURS.
REMOVED FROM CHECK DAMS AND DESILTING BASINS, AND BASINS PUMPED DRY
a. 20 LBS. PER ACRE OF ROSE CLOVER
AND RESTORED TO THE ORIGINAL DESIGN CONDITION.
b. 20 LBS. PER ACRE OF ZORRO FESCUE
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND /OR ANY
c. 3 LBS. PER ACRE OF ESCHSCHOLZIA CALIFORNICA
BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH
15.
DESILTING BASINS CONSTRUCTED OF COMPACTED EARTH SHALL BE COMPACTED TO
d. PER ACRE OF ACHILLEA MILLEFOLIA 4 LBS.
POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION
A RELATIVE COMPACTION OF 90 PERCENT OF MAXIMUM DENSITY. A SOILS
e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
SET BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR A STATE OF
ENGINEERING REPORT INCLUDING THE TYPE OF FIELD TESTING PERFORMED,
f. 1/2 LBS. PER ACRE OF DIMORPHOLECA
CALIFORNIA REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND
LOCATION, AND RESULTS OF TESTING SHALL BE SUBMITTED TO THE CITY ENGINEER
g. ITEM (a) OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL
FOR APPROVAL UPON COMPLETING THE DESILTING BASIN.
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS
APPLYING HYDROSEED AND BONDED FIBER MIX.
REQUIRED BY THE LAND SURVEYORS ACT.
16.
PAVED STREETS, AC BERMS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN
h. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN UNOPENED
A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND
CONTAINERS WITH CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE
TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
4. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING
TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE
L NON —PHYTO —TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED AND
SUBSURFACE UTILITIES, PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION.
REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS.
BONDED FIBER MATRIX SLURRY AT THE DESCRIPTION OF THE CONTRACTOR.
ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE
COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF
17.
STANDBY CREWS SHALL BE ALERTED BY THE CONTRACTOR FOR EMERGENCY WORK
WHERE TURF REINFORCEMENT MATTING IS APPLIED:
CONSTRUCTION. IF DURING POT HOLING THE CONTRACTOR DISCOVERS A POTENTIAL
DURING RAINSTORMS.
AFTER HYDROSEEDING, INSTALL TURF REINFORCEMENT MATTING (SERIES C350 BY
CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING UTILITIES, THE CONTRACTOR
NORTH AMERICAN GREEN, OR APPROVED EQUAL).
SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE TIME
18.
GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED
FOR REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE
SWPPP PLANS, SHALL BE AVAILABLE ON —SITE AND STOCKPILED AT CONVENIENT
4. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15%
START OF UTILITY INSTALLATION.
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO
SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE.
REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A
5. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES
STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY
AREA TO RECEIVE HYDROSEED SHALL BE PREPARED PRIOR TO APPLICATION BY:
BY CALLING THE LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY
SEASON.
IDENTIFICATION NUMBER, AT LEAST (3) DAYS PRIOR TO THE START OF ANY
5. ROUGHENING THE. SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
CONSTRUCTION.
19.
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,
a. TRACK WALKING SLOPES STEEPER THEN 6:1.
CHANCE OF RAIN IS PREDICTED.
b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM (A) ABOVE.
20.
A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN
6. CONDITIONING OF THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM.
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
21.
A 12 —INCH HIGH BY 4 —FOOT WIDE BERM SHALL BE MAINTAINED ALONG THE TOP
SATURATED SEED BED.
OF THE SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS,
b. THE CONDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OF
CONCENTRATED WATER SHALL BE CARRIED NOT CLOSER THAN 10 —FEET FROM THE
COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
TOP OF SLOPES.
HYDROSEED AND TURF REINFORCEMENT MATTING AREAS SHALL BE MAINTAINED TO
22.
PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED STREET AREAS AT THE
PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY
INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF
RELEASED. THIS INCLUDES THE CONTRACTOR APPLYING ADEQUATE IRRIGATION WATER
GRAVEL BAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY
UNTIL VIGOROUS GROWTH HAS TAKEN HOLD.
THE CITY ENGINEER AND SHALL HALF WAY ACROSS THE STREET AT RIGHT ANGLES
TO THE CENTERLINE. EARTH MAY NOT BE USED AS VELOCITY CHECK DAMS. CHECK
DAM INSTALLATION SHALL PROVIDE FOR THE PREVENTION OF EROSION AROUND
IHE ENDS OF THE DAM.
CRADE OF THE STREET INTERVAL
LESS
2% THAN AS100REQUIRED
F. IMPROVEMENTS
4% TO 10% 50 FEET
OVER 10% 25 FEET
1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES
DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT —OF —WAY.
2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE
APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. A PERMIT
SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR
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 OF BERM, CURB, CROSS GUTTER
AND PAVING.
4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE
SHALL BE CONFIRMED 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.
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENCHMARK
SCALE
DESIGNED BY i DRAWN BY CHECKED BY
APPROVALS
I TY OF EN Cl N I TAS ENGINEERING DEPARTMENT
DRAWING NO.
ILT
-I -ly
ENC -38 (PT NO. 1038)
ELEV 37.52' (NAVD 88)
PLANS PREPARED UNDER SUPERVISION OF
RECOMMEND E
SHEET FOR:
RECORD OF SURVEY 18416
HORIZONTAL
DATE: �i0
BY: GREG SHIELDS BY: UI
STORM DRAIN OUTFALL REPAIR
48 -DI
2.5" CITY ENCINITAS BRASS DISC IN
CORNER DRAINAGE INLET ON THE EAST
NORTHEAST
SIDE OF
VERTICAL
R.C.E. NO. 70917
�
DATE: ��' I L�
� DATE:
MANCHESTER AVE, EAST OF EL CAMINO REAL
V
MANCHESTER AVENUE 0.1 MILE SOUTH OF
INTERSECTION
THE
/// EXP. 6/30/2015
30869 51274
WORK PROJECT NO. CXIIG
SHEET 2 OF 4
WITH EL CAMINO REAL.
CHRISTY V
R.C.E. NO.: R.C.E. NO
V
RI
PROFILE
SCALES VERT. 1"=2
HORIZ.1 " =5'
PLAN
HORIZ. 1 " =5'
1+50
1+75
o-
_389_ \
NUJ
CURB DATA
NO.
BEARING
ILENGTH
REMARKS
1
N88'44'56 "W
10.00'
6" AC BERM PER SDRSD G -5 TYPE A
2
N88'44'56 "W
2.00'
CURB & GUTTER PER G -2 TRANSITION FROM 6" TO 10" CURB
3
N89'17'23 "W
10.00'
10" CURB PER D -2
4
N86'13'16 "W
10.00'
CURB & GUTTER PER G -2 TRANSITION FROM 10" TO 6" CURB
5
N86'13'16 "W
22.92'
6" AC BERM PER SDRSD G -5 TYPE A
REVISIONS I APPROVED I DATE
REFERENCES
❑ STORM DRAIN DATA
NO. BEARING I LENGTH
1 N56-05.08 "W 12.38' REMARKS 24 "1@8P"9 -800
HOPE
DATE BENCHMARK
ENC -38 (PT N0. 1038)
ELEV 37.52' (NAVD 88)
RECORD OF SURVEY 18416
SCALE
HORIZONTAL 1 " =5'
2.5" CITY OF ENCINITAS BRASS DISC IN NORTHEASTI VERTICAL
CORNER DRAINAGE INLET ON THE EAST SIDE OF 1 " =2'
MANCHESTER AVENUE 01 MILE SOUTH OF THE
INTERSECTION WITH EL CAMINO REAL.
rs
MANCHESTER
EX. ?
GUARD ?A' PQl A VE ti9 PGl
RAIL � `6180 `y`I.•
(Sg
93� /
J
EXIST. 60 "RCP'S
/_ -- — — — -- —
r
�reBF
sJ
r V EXI STINy
Ipl. Fool w4
WALL
SECTION B -B
NO SCALE
s99s�s �99��
— — — — — — — — — — —
S6 EX. 60 "RCP1
0
GRAPHIC SCALE
1 INCH = 5 FT.
SECTION A -A
NO SCALE
CONSTRUCTION NOTES
1O— PROJECT BIOLOGIST MUST REVIEW THE SITE AND
PROVIDE INSTRUCTION /TRAINING TO WORKERS
PRIOR TO COMMENCEMENT OF WORK, PER
SECTION C OF THE PROJECT SPECIFICATIONS.
Q— PROPOSED WORK AREAS SHALL BE ACCESSED
FROM THE TOP OF THE EXISTING ROADWAY.
EQUIPMENT AND MACHINERY WILL NOT BE
PERMITTED WITHIN WATERS OF THE U.S. /STATE,
INCLUDING WETLANDS, AND NATIVE VEGETATION
COMMUNITIES. WORK AREAS THAT CANNOT BE
ACCESSED FROM THE ROADWAY WILL BE
PREPARED FOR USING HAND LABOR AND HAND
TOOLS ONLY.
3o- VEGETATION REMOVED SHALL BE DISPOSED OF
IN ACCORDANCE WITH THE PROJECT BMPS IN
ORDER TO PREVENT THE SPREAD OF INVASIVE
VEGETATION INTO LUX CANYON CREEK.
4o- ALL SOIL SHALL BE UTILIZED ON —SITE. NO
SOIL SHALL BE EXPORTED WITHOUT THE PRIOR
AUTHORIZATION OF THE CITY ENGINEER.
PLANS PREPARED UNDER SUPERVISION OF
DATE: /
R.C.E. N0. 70917
MRRIISTY t1 to EXP. 6/30/2015
wo
Iv
ams "t1WC-4
FOar Ny
CONSTRUCTION NOTES (CONT.)
So- INSTALL CURB & GUTTER PER SDRSD G -2.
O6 — INSTALL 6" AC BERM PER SDRSD G -5 TYPE A
7o- SAWCUT 1' BEYOND PROPOSED GUTTER &
INSTALL AC PAVEMENT TO MATCH EXIST.
GRADES.
8o- REPAIR EXISTING EROSION, REGRADE BLENDING
CEMENT TREATED BASE INTO FILL
(APPROX. 5 C.Y. OF FILL).
l� EXTEND GUARDRAIL PER CALTRANS STD. PLAN
A77E1 (TYPE IID).
10 INSTALL FLARED TERMINAL SYSTEM END
TREATMENT PER CALTRANS STD. PLAN A77L2.
APPROVALS
RECOMMENDE [�
BY: GREG SHIELDS
DATE: _�' /b•?rOI
R.C.E. NO.: 30869
+25
PHOTOGRAPH # 1
NO SCALE
Underground Service Alert
Dig Alert
roS nD
CALL L TOLL FREE
Bll
M Va DAIS MW
OF EN CI N I TAS ENGINEERING DEPARTMENT
APPROVE PUBLIC IMPROVEMENT PLANS FOR:
BY: GLENN PRUI STORM DRAIN OUTFALL REPAIR
DATE: _� iy MANCHESTER AVE. EAST OF EL CAMINO REAL
R.C.E. NO.: 51274 WORK PROJECT NO. CXIIG
DRAWING NO.
48 -DI
SHEET 3 OF 4
V
V
v �
N
W
d
V
OQ
N
W