2015-12593 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL OWNER /PERMITTEE
BMP NOTES RELATIVE TO CONSTRUCTION
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN VANCE AT SHEA HOMES
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC 619- 843 -9536, 24 HOURS A DAY. ACTIVITIES 9990 MESA RIM ROAD
RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP CONCRETE WASHOUT: SAN DIEGO, CA 92121 ITE
WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE AVE.
THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). AN7F
ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT WASHOUT AREA CONCRETE, CONTAIN WASHOUT WASTES ON SITE. IT THE ILLEGAL TO KE INTO SITE ADDRESS
DRAINAGE NOTE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY T'HE STORMWATE CON CONVEYANCE MORTAR, OR STUCCO, PLASTER ANY WATER 1911 -1941 VULCAN AVE. HILL ST
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT
EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. ENCINITAS, CA 92024
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3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE A.P.N. #216- 052 -18 SNFOPll
PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR CONSTRUCTION SITE ACCESS: 5
A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVAL OF THE ENGINEERING INSPECTOR. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES jUpITER
APPROVED DRAINAGE FACILITY. EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL LEGAL DESCRIPTION
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED JASON E• J
UTILITY NOTE RUN-OFF F ORDER TO THE
UCING RAINFALL. FACTION OF THE CITY ENGINEER AFTER EACH STEEL PANELS /PLATES. ALL THAT PORTION OF EATONVILLE, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, ST.
STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 513, FILED IN THE OFFICE OF pNDEEE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES CONSTRUCTION VEHICLES: THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 20, 1888, AND OF THE NORTH v ST.
AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED ONE HALF OF THE SOUTHEAST ONE QUARTER OF THE SOUTHWEST ONE QUARTER OF T °cAU°� E. A m
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE x
GRADING NOTES OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. SECTION 33, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, sr. R
ACCORDING UNITED STATES GOVERNMENT SURVEY APPROVED OCTOBER 25, 1875. o °IMw i
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY EROSION CONTROL: EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE S.
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE PRECAUTIONS TI PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE OR ARE POTENTIALLY UNSAFE. BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, 0 WNERS CERTIFICATE
SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR 7• ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PLAN SHALL BE INCORPORATED HEREON.
PRIOR TO ANY REQUEST FOR INSPECTION. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
2. THE SOILS REPORT TITLED "CHANGE OF GEOTECHNICAL ENGINEER OF DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
i
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
RECORD AND
DATEEDJAN ARY UPDATE
I3TH,REPORT" SHAL LBEECCONSIDER DOASNAOPARTAOFDTHIS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE VICINITY MAP
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL / /t- + NOT TO SCALE
AFTER EACH RAINFALL. OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS SIGNATURE: a _ DATE:___
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN UNNECESSARILY; THEY HELP DECREASE EROSION. J HN VANCE LEGEND
PUBLIC RIGHT OF WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION STORMWATER POLLUTION CONTROL POST TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION SIGNATURE: _ _ _________
WITH IMPROVEMENT PLANS. � IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL J THAN K�ARNEY y�� DATE:
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. __ ______ S. D.R. S.D. =SAN DIEGO REGIONAL STANDARD DRAWINGS
CONSTRUCTION BMP /IMP NOTES BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO TO SHIELD AND BIND THE SOIL. PROPERTY BOUNDARY
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND EXISTING EASEMENT
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS GRADING ACTIVITIES ARE COMPLETE. SOILS ENGIN R'S CERTIFICATE
EXISTING PRIOR TO GRADING. AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET PROPOSED CONTOURS 255
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. I, TREVOR E. MEYERS, A REGISTERED CIVIL ENGINEER IN THE STATE OF
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL EXISTING CONTOURS
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ON -SITE CONSTRUCTION MATERIAL STORAGE MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY EXISTING EDGE OF PAVEMENT
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS DIRECTION ON JANUARY 13, 2016. ONE COMPLETE COPY OF THE SOILS
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS CENTERLINE -
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE,
STANDARDS, LAWS AND REGULATIONS. THE APPROVED BMP IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE EXISTING WATER MAIN - -W
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 2) MILE OF / STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT
DD / TT AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM HAVE BEEN INCORPORAT D I THE GRADING PLANS AND SPECIFICATIONS.
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CON UN ED BETWEEN 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN EXISTING SEWER MAIN - -S-
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL firp'
CITY RECOGNIZED HOLIDAYS. IMP /BMP. I Irk �+� PROPOSED SEWER LATERAL n
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT SIGNED: _____ IR fESSfp�
------- - - - - --
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP BMP AREA BARRIER AROUND THE PERIMETER AT ALL TIMES. �O pP E. it 9� �
RCE NO.: 63773__ - -_ ¢ J F PROPOSED WATER SERVICE (12593 -I) i1 %r
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT - ----------- - - - - -- '" `�
CITY INSPECTOR, CIVIL ENGINEER SOILS ENGINEER, GRADING CONTRACTOR TRAINING: q 9 z I
RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF 9 -'�O - 140 `-" '` PROPOSED FIRE HYDRANT 12593 -I
AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL IN SCHEDULED ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS EXP. DATE:______________ c� No.RCESSn3 ( )
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 6. ALL STORMWATER IMP BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR d s�
/ STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES ,t * EXISTING FENCE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED ALTERED WITHOUT A PERMIT FROM THE CITY. SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY GEOCON INCORPORATED s�T CfVH "P
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS 6960 FLANDERS DRIVE fOrc to EXISTING RETAINING WALL
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE SAN DIEGO, CA 92121
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT 858- 558 -6900 PROPOSED FREESTANDING SCREEN WALL -71
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE BE OBTAINED. WASTE MANAGEMENT:
HAULING OPERATION. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL PROPOSED PATIO BENCH WALL
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO STATEMENT OF ENGINEER OF WORK PROPOSED CMU RETAINING WALL C -1
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER PROPOSED FENCE -X-X--
UNDER PERMIT 12593 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK LIMITS OF GRADING W W
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR BUILDING FOOTPRINT
THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF DRAINAGE DIRECTION
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC ANY TRASH MATERIAL. ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, -
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY FOR THE PLANS FLOWLINE SWALE
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, PROPOSED CONCRETE CURB GUTTER
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION SAN DIEGUITO WATER DISTRICT NOTES AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING AND SIDEWALK
AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
ACCEPTABLE FOR THEIR INTENDED USE. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING WASTE HOTLINE TOLL FREE AT (800 ) 714 -1195. FOR INFORMATION ON LANDFILLS THE WORK PERFORMED BY THE ENGINEER. CURB OUTLET SDRSD D -25
TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS AND TO ORDER DUMPSTERS CALL E CO AT (760) 436 -4151.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES ,-,
TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE COMMITTEE (WASC). POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND 6" PVC PIPE & 12" AREA DRAIN '
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING BY:
RECYCLING RECEPTACLES AROUND THE SITE.
PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 2• REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED STEVEN R. JO DATE 2 -4" PVC PIPE & 18" AREA DRAIN
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
BEEN INSTALLED. LIMITS OF THIS PROJECT. CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN PROPOSED HARDSCAPED AREA
ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR RCE 65124
SHALL 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE INLETS ON PERVIOUS SURFACES.
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, PROPOSED PERMEABLE PAVERS
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP (W /SUBDRAIN PER SOILS REPORT)
REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE MAINS UNLESS GO EN WRITTENNS. ELECTRICAL BY SAN DIEGUITO T O CROSS UNDER WATER MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE EARTHWORK DATA
FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED 12" BIORETENTION OVERFLOW DRAIN -
TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND 3" SIDEWALK UNDERDRAIN D -17
SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND OR ADJUST TO AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY STEEPEST EXISTING SLOPE ON -SITE = 2H 1V
GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VA VES, VALVE BOXES, MAXIMUM VERTICAL DEPTH OF CUT = 2.5'
OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO OF ENCINITAS AT (760) 633 -2770.
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE ETC. WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MAXIMUM VERTICAL DEPTH OF FILL = 0 G -14 DRIVEWAY APRON
WITH SPECIFICATIONS. MEET CURRENT WATER AGENCIES STANDARDS COMMITTEE (WASC) STANDARDS. IF NOTIFICATIONS
FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT CUT = 500 C.Y. FILL = 50 C.Y.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO STANDARDS AT THE OWNER'S EXPENSE. EXPORT = 450 C.Y.
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 6" HMA PAVING OVER 12"
PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES REMEDIAL = 2,400 C.Y.
OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO CLASS II AGGREGATE BASE
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT SERVICES. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO QUANTITIES SHOWN DO NOT REFLECT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK ANY SHRINKAGE AND SWELL FACTORS 2" GRIND AND OVERLAY
EXPOSED BE EMBANKMENT POSED WHICH OF. ARE THE LIABLE AND AND MINIMUM
AN DIEGHORIZONTAL
AND ELECTRICCNVAULTS -FEET REQUIRED BETWEEN FIRE HYDRANTS SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR SHEET INDEX HATCHED AREA REPRESENTS LANDSCAPED
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF TREATEMENT AREA FOR BEST MANAGEMENT
GRADING ORDINANCE. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER COMMENCEMENT OF WORK: POFESSjO PRACTICE TO BE CONSTRUCTED TO +
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. _ _ SHEET NO. 1 TITLE SHEET P N
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL B. GASE &SELECTRICADI SDGETEWER DISTRICT (760) 753 -0155 SHEET N0. 2 -3 GRADING AND DRAINAGE PLAN Q�t.�ILN R `�pq�F SPEAFICATIOLNS F BSOSHEETTIOREAPLANTER TO
BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS (760)-438-6200 SHEET NO. 4 EROSION CONTROL PLAN tc J 7i 2
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 CO (0 m BE MODIFIED WITHOUT PERMIT FROM THE CITY.
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE r„` �
A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW THE DISTRICT SHALL REQUIRE ALL D. TELEPHONE - SBC BELL - (760)-489-3411 �, N z
E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X -2233 I No. 65124 BMP PROJECT STATUS
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS MATERIALS TO BE NO -LEAD BRASS PARTS. Lu m
ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH COASTAL LANDSOLUITONS,INC. m Exp. 09/30/17
MATERIAL. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE 2• CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR
PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. CLS 577 SECOND STREET STANDARD
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH F� ENCINITAS, CA 92024 �'T CIVICP
THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED 3. THE CONTRACTOR SHALL GIVE K HOURS NOTICE ON CALLS FOR INSPECTION. PH (760) 230 -6025 9 OF CA�IFOQ NOTE: THIS PROJECT MUST WI PERMITTED BY FEBRUARY U 2016 AND
PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION � CONSTRUCTION MUST BEGIN WITHIN 180 DAYS AFTER FEBRUARY 16, 2016
WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY FAX (760) 230 -6026
EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IMPERV 0 US AREA WILL BE SUBJECT TO REJECTION AND REMOVAL. TO RETAIN "STANDARD" PROJECT STATUS. UNLSS
IN PLACE DURING OT E WISE. NO GRADIING,REXCIAOVATI NE OR SPECIFICALLY TREE AS- BUILTS LEUCADIA WASTEWATER DISTRICT FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA EXISTING IMPERVIOUS AREA: 7,343 SF
(THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE PROPOSED IMPERVIOUS AREA: 6,492 SF PUBLIC SEWER SYSTEM APPROVAL SDWD W15 -130
DECREASE IN IMPERVIOUS AREA: 851 SF
TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT APPROVED BY: LWD DISTRICT ENGINEER
IMPERVIOUS AREA REPLACED: 6,492 SF
CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. PROPOSED OFFSITE IMPERVIOUS AREA: 3,873 SF - °�S- �6T1 g i� n. � . a
EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, l / �• \,b 2'Z-�L 1%
IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS STEVEN R. DONE DATE SRCE A E `, 2 �(' I(4
THE TREE REMOVAL. R.C.E. 65124 ti P 2.//_�; /2 - b
EXP. 9 -30 -17 FIRM EXP. DAT G ATE SIGN DATE SIGN DATE SIGN DATE IGN A
SIGNATURE EXPIRES 2 YEARS AFTER DATE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. SAi >NI r ICES t 3 7S -1 - If, Cirr OF CARLSB D CONTROL NETWORK 022, cLS6 -02 PLANS PR PARED UNDER THE SUPERVISION OF RECOMME�1DEDhf` APP V GRADING PLAN FOR:
- -- - -- 2 IRON PIPE AND DISC MARKED "CLSB -022, LS 6215"
aNO N•LY Sr,9T Swq(•E B� D Y s 1 it /i G IN AC PATH AT NORTH SIDE OF LA COSTA AVENUE AN HORIZONTAL: 1' = 2O'
"psfr6p 0t*Av( {ION SN - 7-� VULCAN AVENUE 13 FEET OFF OF SHOULDER. DATE: "�'�� / ✓1'� _. _ ____ -___ 1911 -1941 VULCAN AVE. 12593 -G
RO,�r BASIA/ QETIIILT Pl_�A/ - VERTICAL: 1' = 10' MASIH MAHER GLEN P UIM
/ - -- -- - - -- - R.C.E. NO. 65124 ENCINITAS, CA 92024
lks-e LT-T D ovr PALM "fRE STEVEN ONES �a - /�- °�-
-�'�'` EE O• a DATUM ELEVATION 949 EXP. _ 9 -30 -17 DATE D TE PLANNING CASE NO: 07 -031 CDP /TM /DR, 14 -306 DRMOD /CDP A.P.N. #216- 052 -18 r SHEET 1 OF . -4
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LEUCADIA WASTEWATER DISTRICT
SEWER INSTALLATION NOTES
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE
ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION
OF ERRORS AND OMISSIONS DISCOVERED DURING OVER AFTER CONSTRUCTION.
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE
LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE
REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST
CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS
GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS
SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN
SEWER NOTES 2 AND 3 ON THE JOBSITE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR
AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE
ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS
WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD.
6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR
CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR
TO CONSTRUCTION.
7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE
ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY
UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWWD DISTRICT ENGINEER
IN WRITING PRIOR TO CONSTRUCTION.
9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE
DIRECT PRESENCE OF THE LWWD INSPECTOR. NEW SEWER SHALL NOT BE'CONNECTED
OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER ACCEPTANCE OF ALL
UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER.
10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN,
UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS.
11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL
LOCATION BY THE CONTRACTOR.
12. A 10 -GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL.
THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO
THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE
PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER
THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL
CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION.
13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR
TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO
CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE
AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS.
15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL
BY THE LWWD INSPECTOR PRIOR TO PAVING.
16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES,
MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW
MANUFACTURED WYES. FOR INSTALLATION OF GASKETED PVC SADDLE WYE ON
EXISTING PIPE, CONTRACTOR SHALL PLACE SADDLE ON THE EXISTING PIPE AND
MARK THE PIPE WITH AN OUTLINE OF THE PROPOSED CUT -IN PRIOR TO INSTALLATION
CUT -IN SHALL BE CLEAN AND NOT EXCEED MARKED OUTLINE OVER ACCEPTABLE
LIMITS DEEMED BY LWD INSPECTOR. ALL REJECTED GASKETED SADDLE INSTALLATIONS
SHALL BE REPARIED IN ACCORDANCE WITH LWD STANDARD DRAWING S -32 TYPE II
REPAIR. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND
SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT
EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER.
17. EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER.
ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH
LWD STANDARD DRAWING S -32. IF NECESSARY DURING THE LATERAL CONNECTION
WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY
PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A
DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW,
LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH
FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED.
18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR
COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL
REQUIREMENTS AND OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED. PVC SEWER
REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS
SHALL BE THORUOGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR
COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE
PLAIN END PIPE. THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER
AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED
BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE
MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWWD DISTRICT
ENGINEER.
19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO
TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO
VCP OR VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE 501, OR APPROVED
EQUAL, STRAIGHT ORTRANSITION COUPLING SHALL BE USED WITH GASKET
RANGE FOR EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMETER
OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER
RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL
BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE
TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM, D2000
MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND
BOLTS SHALL BE TYPE 316 STAINLESS STEEL.
20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD
OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF
CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF
CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE
DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES
REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND
APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF
CONSTRUCTION,
COASTAL LAND SOLUTIONS, INC.
577 SECOND STREET
L5 ENCINITAS, CA 92024
i� PH (760) 230 -6025
1 _s FAX (760) 230 -6026
GRADING AND
WATER SYSTEM NOTES
1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED
ACCORDING TO THE SPECIFICATIONS OF THE CURRENT WATER AGENCIES
STANDARDS COMMITTE (WASC). THE CONTRACTOR SHALL AND HEREBY
GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF
ACCEPTANCE.
2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE
MADE BY THE CONTRACTOR, UNDER SUPERVISION OF SAN DIEGUITO WATER
DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER.
3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE,
TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET.
4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR
EACH RESIDENTIAL LOT.
6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION
OF SAFETY FOR ALL TRENCH WORK.
7. INSTALL FIREHYDRANTS 2.5' FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET
FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED.
8, PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS
FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS OF WAY.
10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE
INSTALLED WITHIN EXISTING COUNTY RIGHTS OF WAY, CITY RIGHTS OF WAY, OR PRIVATE
EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE WATER
LINES ARE ACCEPTED AND A COPY SENT TO SAN DIEGUITO WATER DISTRICT OFFICE.
11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE
CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES STANDARDS
COMMITTEE (WAGC) SPECIFICATIONS.
12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTIONS DEPARTMENT 48 HOURS
IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT.
13. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATION.
14. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A
REPRESENTATION 0 AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR
NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE
LIMITS OF THE PROJECT.
15. ALL EXISTING FACILITIES THAT MAY EFFECT FINAL DESIGN I.E., LINE CROSSING, LINE
PARALLELLING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SHOWN ON IMPROVEMENTS PLANS. ELECTRICAL AND SEWER TO CROSS UNDER MAINS
UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED
BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SATISFACTION AND CURRENT WATER
AGENCIES STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE
INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT OF WAY OR OUTSIDE WATER
DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVISE
ARE RESPONSIBILITY OF OWNER.
17. MINIMAL HORIZONTAL SEPERATION OF 10 FEET REQUIRED BETWEEN FIRE
HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS.
18. UTILITIES TO MAINTAIN 5 FOOT SEPERATION WHEN PARALLELING WATER SERVICES.
19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING
WATER FACILITY (FIRE HYDRANT, METER, VALVES, VALVE BOXES, ETC..)
THAT ARE EFFECTED BY THEIR PROJECT.
20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS
WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER
ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION.
21. USE THE FOLLOWING COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH
DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED
ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND
PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE
AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 FOOT PLAIN
END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN
140 FEET TO 270 FEET. USE 19 FOOT PIPE LENGTHS WITH DEFELECTION
COUPLINGS FOR ALL RADII BETWEEN 270 FEET AND 560 FEET. USE AN INTEGRAL
BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 FOOT PLAIN END PIPE
LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF
CHORD AND CONTINUE THIS COMBINATION THROUGHT THE CURVED ALIGNMENT
FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER
THAN 9.5 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE
DISTRICTS REPRESENTATIVE.
22. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD
BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER
SYSTEMS EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE
DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
23. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES
SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH
WC -17 OR WC -18.
DRAINAGE PLAN
3 :1 VARIABLE/DEEP ROOTED, DENSE, DROUGHT
SLOPE TOLERANT PLANTING SUITABLE
2:1 MAX. FOR WELL DRAINED SOIL
24" BROOKS BOX wiGILAI
I" HARDWOOD MULTCH
q^ 5" MI
MIN. ENGINEERED SOIL
I Il��ri I III -II I I -ri ul u
ul =1 Ti *SEE NOTE BELOW
LINER is i_I rIi -
((SIDE -I_i I�IT -u - -I_i -ul= 'L TMK3 /8" GRAVEL
bNLY) iiiiiiiiiiiiiiiiiiiiillillilillilI 11E 11 1 [I= 2 -3" COVER OVER PIPE, 3/4" CRUSHED ROCK
**SEE e NOTE PERFORATED PIPE
BE L °OW. N0.2 ST014E
�- 6" PVC OUTLET PIPE, S= 1%
* BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM $" DEEP "SANDY LOAM" SOIL
MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30%
COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. PEP. APPEND%X C- S
m * *3 4 CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 18 "BUT MAY BE DEEPENED TO INCREASE
THE INFILTRATION AND STORAGE ABILITY OF THE BASIN.
INSTALL IMPERMEABLE LINER AROUND ALL SIDES OF BASIN. DO NOT PLACE AT BOTTOM
FRONT YARD BIORETENTION BASIN
NOT TO SCALE
VOID FILLER - 1 8" TO 3/8" (N08)-
AGGREGATE IN OIDS
BEDDING COURSE - 2" THICK OF -
1/8" TO 3/8" (NO 8) AGGREGATE
CHOKER COURSE - 4" THICK OF 3/8"
TO 1/2" (NO. 57) CRUSHED ROCK
MIN. 6" THICK OF 3/4"
CRUSHED ROCK
SOIL SUBGRADE
/1!0 IIIIIIL
OR LIAIEA
�BELGARD PERVIOUS PAVERS
WITH MIN. 3/8" VOID
6" X 16" PCC FLUSH CURB
OR DEEPENED G -1 CURB
NOTES:
- ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC..)
- THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
- EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
- NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
PERMEABLE PAVERS - DRIVEWAY
NOT TO SCALE
R/W
C/L
R/W
25'
UtrvZ>t, UKVUUn i RETENTION BASIN SHALL BE
INTING SUITABLE LEVEL AND DEPRESSED A
LINED SOIL MINIMUM OF 4" FROM THE
DIMENSIONS VARY SEE PLAN SURROUNDING GRADE
2 " -3" HARDWOOD MULCH
LINER 24" MIN. ENGINEERED SOIL*
(SIDE 2 "- 3/8" GRAVEL
NLY) •:..• r ':.: s; �; • i••', ••:,.•• 12" - 3/4" CRUSHED ROCK **
BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL
MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND,
20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL
**3/4" CRUSHED ROCK LAYER SHALL BE MINIMUM OF 12" BUT MAY BE DEEPENED TO
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN.
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASE ON
ENCINITAS STORMWATER MANUAL CALULATIONS. TYPICALLY, THE SURFACE AREA OF THE
BIORETEN11ON BASIN IS 4% OF THE FACTORED IMPERVIOUS AREA DRAINING TO IT.
PROPOSED FACTORED IMPERVIOUS SURFACE= 10,250 sf
REQUIRED BIORETENTION AREA = 10,250 sf x 4% =410 sf
PROPOSED AREA = 1,226 sf
*INSTALL IMPERMEABLE LINER AROUND ALL SIDES OF BASIN. DO NOT PLACE AT BOTTOM.
REAR YARD BIORETENTION BASIN
NOT TO SCALE
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL PER
LANDSCAPE PLAN RETENTION BASIN SHALL BE
PROVIDE 2' WIDE OPENING LEVEL AND D4PRESS DT E
IN PERIMETER CURB 14• SURROUNDING GRADE
GUTTER FLOWLINE 4" MIN GUTTER FLOWLINE
COBBLE STONE ROCK 24" MIN. ENGINEERED SOIL*
DISSIPATOR 3'x3' „ 2 "- 3/8" GRAVEL
' ' s' ' ` * ' '•"
6" HIGH PERIMETER 12" - 3/4" CRUSHED ROCK **
IMPERMEABLE LINER SIDES ONLY
G -1 DEEPEND ( )
CONCRETE CURB
BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL
MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND,
20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL
**3/4" CRUSHED ROCK LAYER SHALL BE MINIMUM OF 12" BUT MAY BE DEEPENED TO
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN.
INSTALL IMPERMEABLE LINER AROUND ALL SIDES OF BASIN. DO NOT PLACE AT BOTTOM
3
a of 22'
Ld U IIIE
x x
w
I VARIES 12' -15' j� 27't
2" GRIND AND 3 w
OVERLAY a x
V) w
VARIES _ 1% MIN. 1
OVERLAY EXISTING
PAVEMENT AND BASE
6" HMA PAVING OVER 12"
CLASS II AGGREGATE BASE
STREET BIORETENTION DETAIL
NOT TO SCALE
25'
15'f
INSTALL WATER METER -
BEHIND SIDEWALK
PER WAS STD WS -03
G -7 SIDEWALK
G -2 CURB GUTTER -
TYPICAL SECTION - VULCAN AVENUE
NOT TO SCALE
R/W
5'
PROPOSED
STREET
DEDICATION
5' I , 3'
ti
No. 65124
Exp° 09/30/17
C
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL °�1SRJ tlY: UFiASp tlY: �nt�KE tlY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
RoNt _RASLI✓ D1E?A=j.. L' CITY OF CARLSBAD CONTROL NETWORK POINT CLSB -02 GRADING PLAN FOR:
- -- 2" IRON PIPE AND DISC MARKED "CLSB -022, LS 6215" PLANS KED UNDER THE SUPERVISION OF RECOMMEN ED APIN AC PATH AT NORTH SIDE OF LA COSTA AVENUE AN HORIZONTAL: 1" = 20'
VULCAN AVENUE 13 FEET OFF OF SHOULDER. 2 4 DATE: I� • M 1911 -1941 WLCAN AVE 12593 -G
VERTICAL: 1" = 10' MASIH MAHER GLEN P UIM R.c.E. No. x5124 ENCINITAS, CA 92024
STEVEN R NES ?�.LLb s ��_
- -- ELEVATION = 62.949' EXP. 9 -30 -17 DATE DATE'
DATUM: NAVDBB PLANNING CASE NO: 07- 031CDP /TM /DR, 14 -306 DRMOD /CDP A.P.N. #216-052-181 SHEET 2 OF 4
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BIORETENTION
BASIN SEE
DETAIL
SHEET 2
CONSTRUCT DEEPENED FOOTING
ADJACENT TO PERMEABLE PAVERS
DEPTH OF FOOTING SHALL EXTEND
TO BOTTOM OF EXCAVATION
DETAIL C
NOT TO SCALE
/ 1
I
INDICATESTOUND 1/2" L
SQUARE iPIN IN 2" IRON 1
PIPE IN CONCRETE, NOT
TAG. PER' :O.S. 20316.
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TYPICAL AT BACKYARD
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T
- �- - / O � N O� O ° N f N V - � O r p � 0/" � � � � 0 �yO � L10
/\ t
Vill
_UNIT 2�_ 4_ T 3 I UNIT 4 ye?o v3� UNIT 5 1 UNIT 6
1ST F.F. =56.0 `�� 1 F.F.= 0 1ST F.F. =55.0 �� S,>�' 1ST F F. -55.0 ( 1ST F.F. =55.0 5' Q
PAD =55.3 I_ P - 5.
PAD =54.3 F PAD 54.3. PAD =54.3 S a
I 1 FS =54.22 k
� A
41 r L IE
E=53.55
-_
se FS =55.20
*w n
o
IE= 3.32 � GARAGE l' GARAGE r- y v GARAGE PAD =53.70 GARAGE % yPAD =54.70 2% PAD =53.70 GARAGE Z PAD =54.70 1% h' PAD =53.70 1i 1%
I I
1
p op �• STORAGE yeti
DOWNSPOUT TYP. '`'y a hy� COBBLESTONE
OUTLET ONTO 3'Yfi' FS F`''' 0O DISSIPATOR DOWNSPOUT (TYP.) op DOWNSPOUT (TYP.)
$ $ PROVIDE CONCRETE $ ,a -� ,hy' B PROVIDE CONCRETE
�I CONCRETE PAD , `� DEEPENED FOOLING PER
`' SOILS RECOMMENDATION b5 ° SPLASH BLOCK , N Fy , SPLASH BLOCK O cti
p0 I BORE�I9ION + S =54.80 J FRONT SETBACK J FS =55.10 FS =54.90 J - - - - - - - - J FS= 54.40 + IDREIENTION{ T X1%
FRONT SETBACK +
54.1U TG O b� TO 54.10 53.80. c� �f
IE =53.40 B ,yhR �L O O B +* * B TC =54. °� p O $ Y
+ p0 eti ti he eti IE =53.60 v C -1 RETAINING WALL
FS =54.50 T PARKING F� h"� Yy S /,h°° FS =54.90 _ ' + FS= 54.90 F 6 `' S''y FS
Q WITH 6" BLOCK
REIENTI8Nf "
Op o
FS= - `" y�,� 4% FS 5.40 (38$Sf} - % FS =54.20 \ * y m
�.\ N ++ "* , +* ye ' ° PAM
Vh-)
y�10
O
V6 566 n
GUEST PARKING ^� �h TW= 7,6N .+ G=54:`15 + * G 54.75 f���,y"?�h � 10 �/ ��- r a eh REMOVED BED- �
- °� O 1 'yM1' S . " FS-54,40 ';. ` + "IE= 53:7 + * IE- 53.50 ., \ _ cK/ o� yy^r / TW =57.90 TW =57.90 n se
TW -57 30 -
sE� F`'� B IFS= 53.63. * BWV3FS -53.90 BW®FS =54.0 b WALL
�0 57 BW®FS 53.30 4 FS -54.5D Q�� �hV� + _ + + * +° * F / - N F SCREEN h
- - -- F 51 + -* r t� . 4"j PVC ,S =2 . \ cN
-
5.00 WIDE R -O -W a. - -57.60 SOLID TOP ne D -25 C (RB
o _ , + N e = o °° ° 10' MIN, N OUTLET TYP.)
t • ° ° 1� °
IE =53.25 o a o
',` v . .� D ,. ° c - > ° o✓ °. ° ° oN`o
46'08 "W 05' °
15
REMOVE AND +G -5 + +
_ � o °4
2 .
REPLACE HMA DIKE y o. "
DRIVEWAY + 522 0o v0 34.33 PARKIND 01 63' (PARKING) 34.33 PARKING
'.. �
'yV1g IS y�h 01 �hS boo, Q �;�� �G,h"� yv0 / r y c • cyy. �y g , fo �9 gj
v ,ti w ,h - _ ABANDON EXISTING hti �c y^� ,h yo
-52 �� `%/ ��'y�' o o N �y cn' w cn �' Ln cn ` COBBLESTONE
ae WATER METER AT e� se • ce n o
RELOCATE FIRE HYDRANT pp ,;' Y z se se ae { ISSIPAT) R a^e
-- ��- c�h`� -� RESIDENT{AL FIRE HYDRANT' - - -- M�OD< THE WATER MAIN MN� •� �� °°Q `� "� ^�
TYPICAL RELOCATE
-,1 - -- - - -- - N -- -- - TRANSFORMER
-- - -- - - - -'- ----- -WF =BY WF =64 - -- - - - - -- - - - - - -- - - - - -- ----------- - - - - -- -- - - - - -- - ------ - - - - -- - - -- -- - - - - -- - -------------------------------------------- - - -- -- -- -- - -
----- - - - - -- -- - -- ----------------------- - - - - -- - AND CABLE BOX__
- ------- - - - - --
FS =52.64 FLANGE EL =53.20 -- - - - - -- ------ - - -`�� -SAW CUT LINE - - °- -- -- --
INDICAiES GEAR, HEAD 0 _ _ _
R. 0 0 HOO o � ° � 14' x 7.5' BID RENiION TER 90EWAI.R
SPIKE WITH WASHER °$TAMPED y�1 �z _._ BASIN WITH RERIMETER
APPROXIMATE LOCATION OF "LS 7959 PER R.O.S 20316, a SEE IMPROVEMENT PLAN 1259 -I ¢ SEE IMPROVEMENT PLAN 12593 -1 CONCRETE CURB EX R =53.5.5
EXISTING 6" AC WATER MAIN CF 1t FOR OFFSITE IMPROVEMENTS °-� PROPOSED 13 f WIDE NORTH VULCAN AVENUE
_ PER WO-57-26 TO BE PROTECTED IN PLACE. �Y1 y>y. � STREET WIDENING 6 cn FOR OFFSITE IMPROVEMENTS u�
TRANSITION STRIPE
--EX 15" PROPOSED STRIPED CL U' 2 +00 VCP SEWER MAIN 3 +45.05 3 +50.00
- -- -- - � - - - -- -- -L� -- - - - - -- --- - - - - -- - -- ---
w Uzi 'h50ti 2+ ''��° /y�0\ 0 2+ 0.35 �� 3 05.47 /y�1� / /y'
yy0 eA Oti h�1 /h�1 iv z 0
� 61 1+ 27 G�' 16 0` 16 y° 9 6h y 0 15
hy'y' o YV ^,. y�. /,h G� y�6 yy. yoy 0G� y�1 G� ,yy
"!\'' -- 5 �� ^�`O� O ��� ���oL�%'^�6� ��''y '°"�� �� ��' ��V PO�P�a �� 10 G�
INSTALL TWO_SIDED- "BLUE.DOT _ -
..42.23 �, �o• Q� e< c$ P
S -- S - RELFLECTpR FIRE HYDRANT 1 +14 EX 15 PVC SEWER MAIN 10 y &P �P0
MARKER 4" TO 6" FROM
- - - CENTERLINE ON HYDRANT �,y . � &0.10 o _ - -- - - - - - - -
------ - - - - --
SIDE y� &Py P�, c� �� _
-
55 -- - - - - - _.. x.m ® ® „u_ w and -.. ,v. ® � EX RIGHT OF WAY
"�' SHEET 3A k
NOTE:
RETAINING WALL
1. EXISTING OVERHEAD UTILITY SERVICES TO BE
STREET
UNDERGROUNDED
WIDE WALL
2. EXISTING FENCES WITHIN RIGHT OF WAY SHALL
LATERAL
BE REMOVED. NO PRIVATE ENCROACHMENT
ALLOWED WITHOUT PERMIT.
FIRE NOTE.
3. ROOF DRAINAGE SHALL DRAIN VIA DOWNSPOUT
PRIOR TO DELIVE F COMBUSTIBLE BUILDING CONSTRUCTION
TO SWALES THAT DIRECT RUNOFF TO BIORETENTION
MATERIALS TO PROJECT SITE ALL OF THE FOLLOWING
AREAS.
CONDITION ALL BE COMPLETED TO THE SATISFACTION OF
*4. BIORETENTION BASIN AREAS AND PRIVATE DRAINAGE
THE FIR PARTMENT:
WITHIN ROW TO BE MAINTAINED IN PERPETUITY BY HOA
1. WET AND DRY UTILITIES SHALL BE INSTALLED AND
IN ACCORDANCE WITH ENCROACHMENT MAINTENANCE
ROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR
AND REMOVAL COVENANT RECORDED ON FEBRUARY 8, 2016
AGENCY;
AS FILE NO. 2016-0054024 OF OFFICIAL RECORDS.
BACKWATER
5. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWE
2• AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE
SEWER LATERAL AND OTHER UTILITIES.
IN PLACE TO PROIVED A PERMANENT ALL WEATHER SURFACE FOR
AT MAIN
EMERGENCY VEHICLES; AND
6. CONNECT SEWER SERVICE LATERALS TO L EWER MAIN
3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND
PER LWD STANDARD DRAWING S -17, S -18 -25, AND S -32.
ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER
7. CONTRACTOR SHALL SUBMIT ALL CEDURES AND
DISTRICT.
MATERIALS PERTAINING TO LATER ORK TO LWD FOR REVIEW
4. INSTALL TWO -SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT
AND APPROVAL PRIOR TO LAT INSTALLATION.
MARKERS 4" TO 6" FROM CENTER LINE OF HYDRANT SIDE.
5. INSTALL BRONZE RESIDENTIAL FIRE HYDRANT(S). INSTALLATION
IE
SHALL BE AS PER SAN DIEGUITO SPECIFICATIONS.
CO AL LAND SOLUTIONS, INC.
HE
SLOPE %
6. A 3 FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE
PL TO IE
FT.
I� \ SECOND STREET
CIRCUMFERENCE OF THE FIRE HYDRANT. CFC 507.5.5 WHERE FIRE
1
4'-w ENCINITAS, CA 92024
HYDRANTS ARE SUBJECT TO IMPACT BY A MOTOR VEHICLE, GUARD
PH (760) 230 -6025
POSTS OR OTHER APPROVED MEANS SHALL COMPLY WITH CFC 312.
FAX (760) 230 -6026
47.80
PLAN
SCALE: 1"=10'
GRAPHIC SCALE •
SEWER LATERAL TABLE
RETAINING WALL
WITH
STREET
x-2.5'
WIDE WALL
FOOTING WITH
LATERAL
PER C -1
DEPTH
UPSTREAM
SEQ.
UNIT
STATION OF
INVERT
LENGTH
ELEV
GROUND
BELOW
PAD
MH RIM
BACKWATER
NO.
NO.
LATERAL
AT MAIN
OF
DROP TO
AT PL
LATERAL
ELEV.
PL
ELEV.
ELEV.
VALVE
REMARKS
AT MAIN
IE
LATERAL
MAIN
HE
SLOPE %
AT PL
PL TO IE
FT.
FT.
REQ'D
1
1
1+14
33.70
46
1.8
47.80
27.9%
53.30
5.50
55.30
54.00
YES
DEEP CUT LATERAL
PER S -18
2
2
1 +42
36.16
43
1.8
47.80
23.9%
53.30
5.50
55.30
53.77
YES
DEEP CUT LATERAL
PER S -18
3
3
1 +96
40.90
38
1.8
48.13
15.0%
53.63
5.50
55.30
53.77
YES
DEEP CUT LATERAL
PER S -18
4
4
2 +32
43.20
35
1.8
48.20
9.7%
53.70
5.50
54.30
54.00
YES
5
5
2 +80
43.67
34
1.8
48.40
9.1%
53.90
5.50
54.30
54.00
YES
6
6
3 +05
43.95
34
1.8
48.70
9.2%
54.20
5.50
54.30
54.00
YES
i
BUILDING
WALL 5' SETBACK
FF =55.00 3' 1.5'
FS =54.50 i d
SIDEWALK WITH
DEEPEND FOOTING
DETAIL A
NOT TO SCALE
� -C -1
RETAINING WALL
WITH
6" BLOCK
x-2.5'
WIDE WALL
FOOTING WITH
KEY
PER C -1
BUILDING WALL
BELGAR RMEABLE PAVERS
SEE DETAI EET 2 FINISH
CONSTRUCT FOO ADJACENT TO DEEPENED PA QQOFESSjp�
DEPTH OF FOOTING SHALL EXTEN Q��lG� R. UQ
TO BOTTOM OF EXCAVATION
CO
� � No•09/30/17
DETAIL B
NOT TO SCALE n.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL uCaISRj o,: ��Nrv� o.: �nc�nE o,: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
SHIt (E0. IREIIYQRAAITIiIlDfaAL'4�k[L ®° s��° CITY OF CARLSBAD CONTROL NETWORK POINT CLSB -02 - GRADING PLAN FOR:
- -- _.. - -- 2" IRON PIPE AND DISC MARKED "CLSB -022, LS 6215" PLANS PR ARED UNDER THE SUPERVISION OF RECOMMENpED APP V
_ &A105 AND N[ SY r T ALk 40.. -__ __ IN AC PATH AT NORTH SIDE OF LA COSTA AVENUE AND HORIZONTAL: 1" = 20' IV LM q
Q1p THIS SH6 R6:PlAZH -Wig 3A ��(J [ VULCAN AVENUE 13 FEET OFF OF SHOULDER. - DATE: '1 •$ °11 _ AV ` M _ -_ _ - _ 1911 -1941 VULCAN AVE. 12593 -G
- - - VERTICAL: 1" = 10' - MASIH MAHER GLENN P IM
- - -- R.C.E. NO. 65124 _ ENCINITAS, CA 92024
-- STEVEN R. NES ?Lo -L1-b 111/0
ELEVATION = 62.949' EXP. _ 9 -330 -17 DATE DATE PLANNING CASE N0: 07- 031CDP /TM DR, 14 -306 DRMOD CDP A.P.N. 216 - 052 -18 SHEET 3 OF 4
DATUM: NAVD88 / /
U
4
1� 1
O
rA
0
U
M
'-to R,� '
$,jm puruUAln WAW-
SEt DE•T/FZL• ApwA15POL r
StiEBT L
35(1" cwcws PAD
b"XASitImJ2.
6 "X It." Pct Fuu11 Como
OR OeilE,rlD SE44 41dD POPA1 rma 31f6 D4III
e
CONSTRUCT DEEPENED FOOTING
ADJACENT TO PERMEABLE PAVERS
DEPTH OF FOOTING SHALL EXTEND
6" BELOW THE ADJACENT PERMEABLE
PAVEMENT OR 21" BELOW SUBGRADE
PER SOILS ENGINEER'S RECOMMENDATION
DETAIL C
T NOT TO SCALE r®
.d°
lC�1ri � ❑a
0 0
p Q
Q
1/
a
MAP
1 2'
RON
NOT
0316.
IN
h•
I
c�
J
46
q 3 ( ^y
Qf
xj
�r e
pppppp��e,,e .wlmr >_r
,iri'e !I
a p. �I
GRADING
I
f(
1ST F.F. 1ST F.F. =
PA 5.3 PAD =55.
i
GARAGE
PAD =54.70
it1Q8ad
i
y :
GARAGE
PAD =54.70
1X
AND DRAINAGE PLAN
4° DEEP BIO RETENTION TREATMENT AREA
TYPICAL AT BACKYARD
icpr
x x
x x + x x x
r + x • +
x� f xx x
Ox
�O v�
d -r d«.. «f..,.... ...s. A-.- •6.- . °6�d8.- °° <.�...- .d_,...., _ >.�_F�f...,at.- ®;a^°^P�°' �`Y
O UNIT 4
1S �,�•
PADF543 4`f
' GARAGE
�5! PAD =53.70
1X
zesPROVIDE CONCRETE ]
BLOCK•L
12
9
A
rm
1S
Ll
FJIONT SET6ACK� ' 1�sclo
m 5S.oa
F5= 9436a� q� E fS=S42a
PLAN
SCALE: 1 " =10'
GRAPHIC SCALE 1 " =10'
0 10 20 30
SEINER LATERAL TABLE
DESCRIPTION
NOTE:
STREET
1. EXISTING OVERHEAD UTILITY SERVICES TO BE
SCALE
UNDERGROUNDED
LATERAL
2. EXISTING FENCES WITHIN RIGHT OF WAY SHALL
a
BE REMOVED. NO PRIVATE ENCROACHMENT
CITY OF CARLSBAD CONTROL NETWORK POINT CLSS -0
20 IRON PIPE AND DISC MARKED 'CLSB -022, LS 6215"
IN AC PATH AT NORTH SIDE OF LA COSTA AVENUE AN
VULCAN AVENUE 13 FEET OFF OF SHOULDER.
ALLOWED WITHOUT PERMIT.
FIRE, NOTE.
3. ROOF DRAINAGE SHALL DRAIN VIA DOWNSPOUT
SWALES THAT DIRECT RUNOFF TO BIORETENTION
PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION
AR
AREAS.
MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING
IN
CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF
4. BIORETENTION BASIN AREAS AND PRIVATE DRAINAGE
THE FIRE DEPARTMENT:
WITHIN ROW TO BE MAINTAINED IN PERPETUITY BY HOA
1, ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND
IN ACCORDANCE WITH ENCROACHMENT MAINTENANCE
APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR
AND REMOVAL COVENANT RECORDED ON FEBRUARY 8, 2016
AGENCY;
AS FILE NO. 2016- 0054024 OF OFFICIAL RECORDS.
NO.
5. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN
2• AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE
SEWER LATERAL AND OTHER UTILITIES.
IN PLACE TO PROIVED A PERMANENT ALL WEATHER SURFACE FOR
DROP TO
EMERGENCY VEHICLES; AND
6. CONNECT SEWER SERVICE LATERALS TO LWD SEWER MAIN
3 ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND
PER LWD STANDARD DRAWING S -17, S -18, S -25, AND S -32.
ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER
7. CONTRACTOR SHALL SUBMIT ALL PROCEDURES AND
DISTRICT.
MATERIALS PERTAINING TO LATERAL WORK TO LWD FOR REVIEW
4. INSTALL TWO -SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT
AND APPROVAL PRIOR TO L I TAL TI
MARKERS 4" TO 6" FROM CENTER LINE OF HYDRANT SIDE.
g 6o wlrovTS ,re oJT6.fiT pvE 5, 4r0A�GAE'T2,
LATERAL
G1% SP'LMN ®40tH, A'r" IFTA/�S14 Svd�r' ^GF,
5. INSTALL BRONZE RESIDENTIAL FIRE HYDRANTS). INSTALLATION
SLOPE X
SHALL BE AS PER SAN DIEGUITO SPECIFICATIONS.
COASTAL LAND SOLUTIONS, INC.
FT.
FT,
6. A 3 FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE
577 SECOND STFIEET
CIRCUMFERENCE OF THE FIRE HYDRANT. CFC 507.5.5 WHERE FIRE
1 +14
ENCINITAS, CA 92024
HYDRANTS ARE SUBJECT TO IMPACT BY A MOTOR VEHICLE, GUARD
l.4 PH (760) 230 -6025
POSTS OR OTHER APPROVED MEANS SHALL COMPLY WITH CFC 312.
1.. s FAX (760) 230 -6026
53.30
A
rm
1S
Ll
FJIONT SET6ACK� ' 1�sclo
m 5S.oa
F5= 9436a� q� E fS=S42a
PLAN
SCALE: 1 " =10'
GRAPHIC SCALE 1 " =10'
0 10 20 30
SEINER LATERAL TABLE
DESCRIPTION
APPROVED
STREET
BENCHMARK
SCALE
SPECIAL
LATERAL
SHIFTED FRtE HYDRANT, ADDED -BET. NA".JCLY
a
DEPTH
CITY OF CARLSBAD CONTROL NETWORK POINT CLSS -0
20 IRON PIPE AND DISC MARKED 'CLSB -022, LS 6215"
IN AC PATH AT NORTH SIDE OF LA COSTA AVENUE AN
VULCAN AVENUE 13 FEET OFF OF SHOULDER.
UPSTREAM
F*_1
^
SEQ.
UNIT
STA11ON OF
IN
LENGTH
V -t
ELEV
MAIVII Ir2aAl -r RAC[A/ DETAtL OLAA/
GROUND
BELOW
PAD
MH RIM
BACKWATER
ENGINEER'S RECOMMENDATION
NO.
NO.
LATERAL
AT MAIN
OF
DROP TO
AT PL
LATERAL
ELEV..
PL
ELEV.
ELEV.
VALVE
REMARKS
AT MAIN
IE
LATERAL
MAIN
IE
SLOPE X
AT PL
PL TO IE
FT.
FT,
RECII
1
1
1 +14
33.70
46
1.8
47.80
27.9X
53.30
5.50
55.30
54.00
YES
DEEP CUT LATERAL
PER S-1a
2
2
1 +42
36.16
43
1.8
47.80
23.9X
53.30
5.50
55.30
53.77
YES
DEEP CUT LATERAL
PER S-18
3
3
1 +96
40.90
38
1.8
48.13
15.OX
53.63
5.50
55.30
53.77
YES
DEEP OJT LATERAL
PER S-18
4
4
2 +32
43.20
35
1.8
48.20
9.7X
53.70
5.50
54.30
54.00
YES
5
5
2 +80
43.67
34
1.8
48.40
9.1 X
53.90
5.50
54.30
54.00
YES
6
6
3 +05
43.95
34
1.8
48.70
9.2X
54.20
5.50
54.30
54.00
YES
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL
•
SHIFTED FRtE HYDRANT, ADDED -BET. NA".JCLY
a
DEPTH OF
CITY OF CARLSBAD CONTROL NETWORK POINT CLSS -0
20 IRON PIPE AND DISC MARKED 'CLSB -022, LS 6215"
IN AC PATH AT NORTH SIDE OF LA COSTA AVENUE AN
VULCAN AVENUE 13 FEET OFF OF SHOULDER.
- HORIZONTAL: 1" = 20'
VERTICAL: 1" = 10'
F*_1
^
DRAINS AND WUW SIR REEL SWALE,/ BI�MED STORAG_
THE ADJACENT PERMEABLE
j
Mo6tictEO BIDK@T�TS®m Sl%4Pl�
Ste•
V -t
PAVEMENT
MAIVII Ir2aAl -r RAC[A/ DETAtL OLAA/
c/Lf-
17-17.17
�''�° ` ELEVATION = 62.949'
•rstIa I w w� ■n� DATUM: NAVD88
N
fl
tO
11
C -1 RETAINING WALL
WITH 6" BLOCK
2.5' WIDE WALL
FOOTING WITH
BUILDING WALL
BELGARD PERMEABLE
SEE DETAIL SHEET 2
Isl
FINISH FLOOR co
•�4 O
,•j
SIDEWALK WITH KEY PER C -1 CONSTRUCT DEEPENED FOOTING
pP0 jt?y
q!
DEEPEND FOOTING ADJACENT
TO PERMEABLE PAVERS
R. v
O,L
a
DEPTH OF
FOOTING SHALL EXTEND
e�,Q J�
F*_1
^
6" BELOW
THE ADJACENT PERMEABLE
PAVEMENT
OR 21" BELOW SUBGRADE
PER SOILS
ENGINEER'S RECOMMENDATION
11 N0.
65124
m
DETAIL A
s Exp.
09/30/17
z
NOT TO SCALE DETAIL B
--- NEW SHEET- - - NOT TO SCALE �r4 CIVA
OF CA1.ZF
�SRj or, U, ".,n Oi: i 4, cff OT. ENGINEERING DMSION APPROVALS CITY OF ENCINITAS - PUBLTC WORKS DEPARTMENT DIMING 1110.
PLANS PR §PARED UNDER THE SUPERVISION OF RECOMMEN D APPROVED GRADING PEA E04
DATE: S-7 -16 IV- 1911 -1941 VULCAN AVE 12593 -G �
R.C.E. NO. 65124 _..___ MASIH MAHE der GLENN PRUIM ENCINITAS, CA 92024
STEVEN R ,JONES stIAlIG S /iG/ 1`
EXP. __9 -30 -17 DATE DATE PLANNING CASE NO: 07- 031COP /TM /DR, 14 -306 DRMOD /CDP A.P.N. 1216- 052 -18 !SHEET 3A OF 4 1 U
LEGEND
EROSION CONTROL PLAN
I \ / SILT FENCE PERIMETER
I \ HYDROSEED SLOPE GRAVEL BAG EROSION CONTROL
' / INLET PROTECTION
PROTECTION / TYPICAL AT ALL TYPICAL SEE DETAIL
/ AREA DRAINS
t
�,..
;:...•,
� x + + x
x
4 � I yj +
x
a. !
T � °
• � -\ \mil ` +... i. * F x � • n. .- ._._ .'.
--
RUNOFF TWO LAYERS OF GRAVEL BAGS �..•� i � \ � (I � / '� � - -- °� � � � � � / �
WITH ENDS OVERLAPPED :::` 0 / o 0 0 0 0 / o
},. - -- - - - -- -- -
GAP BETWEEN BAGS : I \ o
ACTS AS SPILLWAY
i \ a SILT FENCE PERIMETER
DETAIL GRAVEL BAGS I \ EROSION CONTROL
, � , � _ � ,r � k � � TYPICAL SEE DETAIL
NTS
R. v0y�t�
� z
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SEE DETAIL
RADIO. ----------------------------------------------- - - - - ---- W
NORTH VULCAN AVENUE
NOTE. HYDROSEED NOTES EROSION CONTROL
CONSTRUCT SEDIMENT BARRIER AND 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL)
CHANNELIZE RUNOFF TO SEDIMENT OR STEEPER WHEN THEY AREA: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
TRAPPING DEVICE A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS JONATHAN KEARNEY AT (858) 245 -5625
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO
A THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
GROWTH OF THE HYDROSEEDED GROWTH. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
° e 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
° A. SEED MIX SHALL CONSIST OF NO LESS THAN, CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO ° 4 ° 4 e ° ' 1. 20 LBS PER ACRE OF ROSE CLOVER TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
4 BY 4 IN (10 BY 10 CM) THE POSTS. W ° B ° WIDTH AS REQUIRED 2. 20 LBS PER ACRE OF ZORRO FESCUE
TRENCH UPSLOPE FROM AND e a TO ACCOMODATE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
ALONG THE LINE OF POSTS. _ a ° e ° ANTICIPATED TRAFFIC 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
A. 6.1/2 LB PER ACRE OF DIMORPHOLECA 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
A 'd e ° ° 7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
° d AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR AFTER EACH RUN OFF PRODUCING RAINFALL.
�- A RESIDENTIAL STRUCTURES.
5' RADIUS 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE DYROSEEDING. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
20' MINIMUM WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG WHICH MAY ARISE. T 1
ATTACHED TO, OR PRINTED ON SAID CONTAINERS. u
4 IN (10 CM) 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
COARSE DISCRETION OF THE CONTRACTOR. NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AGGREGATE B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE FILTER (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. 1�
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. FABRIC WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
1r-1 GRADING PLAN SHALL BE INCORPORATED HEREON.
INTO THE TRENCH. NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
° e ORIGINAL C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE 16 -20 -0 WHITH 15% SULFUR
GRADE APPLIED AT THE RATE OF 500 LBS PER ACRE. ° 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY O
° 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
DAY.
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
((( III II i IIII I FILTER FABRIC 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
RE
II II 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE.
_WI B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: AT THE END FO EACH WORKING DAY WHEN THE FIVE %). DAY RAIN O
L 1' MIN., UNLESS OTHERWISE 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED PROBABILITY FORECAST EXCEEDS FORTY PERCENT EACH R SILT
SPECIFIED BY CITY ENGINEER AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. rn
SEED BED.
SECTION A -A 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
� COASTAL LAND SOLUTIONS., INC. SOILS TO PROVIDE VIABLE CONDITIONS FOR tGROWTH. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
L'S 577 SECOND STREET DETAIL SILT FENCE CONSTRUCTION ENTRANCE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
ENCINITAS, CA 92024 PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
PH (760) 230 -6025 NTS NTS OF CALIFORNIA DEPARTMENT OF CONSERVATION.
1_S FAX (760) 230-6026
`4A C o l� - ATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. SUE CHANGE N0. DESCRIPTION APPROVED D
CITY OF CARLSBAD CONTROL NETWORK POINT CLSB -02 EROSION CONTROL PLAN FOR: *^
t 2" IRON PIPE AND DISC MARKED "Cl LS 6215" PLANAS RED UNDER THE SUPERVISION OF RECOMMENDE APP V v.!
IN AC PATH AT NORTH SIDE OF LA COSTA AVENUE AN
- VULCAN AVENUE 13 FEET OFF OF SHOULDER. HORIZONTAL: 1" = 20 DATE:. 2"9.14 /1/I • /✓� _ -__ _ _ 1911 -1941 VULCAN AVE. 12593-G
- - MASIH MAHER GLENN P UIM
VERTICAL: 1" = 10' R.C.E. N0. 65124 2,/ ENCINITAS, CA 92024
- - - - -- -- - -S ES -- - _� /J.0�1.6 - ,4 0
DATUM:ONAVD88.949' EXP. 9 -30 -17 DATE D E PLANNING CASE NO: 07- 031CDP /TM /DR, 14 -306 DRMOD /CDP A.P.N. #216- 052 -18 SHEET 4 OF 4 V
CONSTRUCTION ENTRANCE
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NTS
R. v0y�t�
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N0. 65124 rmn
,Exp. 09/30/15
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. • I � + i -- 111 f
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CHECK DAM
SEE DETAIL
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CONSTRUCTION _. + O
- GRAVEL BAG � r
0 + ENTRANCE SEE CHECK DAM
SEE DETAIL CONSTRUCTION
f ENTRANCE SEE
ENTRANCE SE DETAIL 1 i i
} GRAVEL BAG I ENTRANCE SEE _ _ I I I
0 CHECK DAM - - - -- _____ _- I DETAIL DETAIL
SEE DETAIL
RADIO. ----------------------------------------------- - - - - ---- W
NORTH VULCAN AVENUE
NOTE. HYDROSEED NOTES EROSION CONTROL
CONSTRUCT SEDIMENT BARRIER AND 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL)
CHANNELIZE RUNOFF TO SEDIMENT OR STEEPER WHEN THEY AREA: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
TRAPPING DEVICE A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS JONATHAN KEARNEY AT (858) 245 -5625
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO
A THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
GROWTH OF THE HYDROSEEDED GROWTH. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
° e 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
° A. SEED MIX SHALL CONSIST OF NO LESS THAN, CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO ° 4 ° 4 e ° ' 1. 20 LBS PER ACRE OF ROSE CLOVER TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
4 BY 4 IN (10 BY 10 CM) THE POSTS. W ° B ° WIDTH AS REQUIRED 2. 20 LBS PER ACRE OF ZORRO FESCUE
TRENCH UPSLOPE FROM AND e a TO ACCOMODATE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
ALONG THE LINE OF POSTS. _ a ° e ° ANTICIPATED TRAFFIC 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
A. 6.1/2 LB PER ACRE OF DIMORPHOLECA 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
A 'd e ° ° 7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
° d AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR AFTER EACH RUN OFF PRODUCING RAINFALL.
�- A RESIDENTIAL STRUCTURES.
5' RADIUS 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE DYROSEEDING. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
20' MINIMUM WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG WHICH MAY ARISE. T 1
ATTACHED TO, OR PRINTED ON SAID CONTAINERS. u
4 IN (10 CM) 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
COARSE DISCRETION OF THE CONTRACTOR. NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AGGREGATE B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE FILTER (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. 1�
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. FABRIC WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
1r-1 GRADING PLAN SHALL BE INCORPORATED HEREON.
INTO THE TRENCH. NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
° e ORIGINAL C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE 16 -20 -0 WHITH 15% SULFUR
GRADE APPLIED AT THE RATE OF 500 LBS PER ACRE. ° 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY O
° 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
DAY.
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
((( III II i IIII I FILTER FABRIC 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
RE
II II 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE.
_WI B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: AT THE END FO EACH WORKING DAY WHEN THE FIVE %). DAY RAIN O
L 1' MIN., UNLESS OTHERWISE 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED PROBABILITY FORECAST EXCEEDS FORTY PERCENT EACH R SILT
SPECIFIED BY CITY ENGINEER AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. rn
SEED BED.
SECTION A -A 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
� COASTAL LAND SOLUTIONS., INC. SOILS TO PROVIDE VIABLE CONDITIONS FOR tGROWTH. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
L'S 577 SECOND STREET DETAIL SILT FENCE CONSTRUCTION ENTRANCE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
ENCINITAS, CA 92024 PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
PH (760) 230 -6025 NTS NTS OF CALIFORNIA DEPARTMENT OF CONSERVATION.
1_S FAX (760) 230-6026
`4A C o l� - ATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. SUE CHANGE N0. DESCRIPTION APPROVED D
CITY OF CARLSBAD CONTROL NETWORK POINT CLSB -02 EROSION CONTROL PLAN FOR: *^
t 2" IRON PIPE AND DISC MARKED "Cl LS 6215" PLANAS RED UNDER THE SUPERVISION OF RECOMMENDE APP V v.!
IN AC PATH AT NORTH SIDE OF LA COSTA AVENUE AN
- VULCAN AVENUE 13 FEET OFF OF SHOULDER. HORIZONTAL: 1" = 20 DATE:. 2"9.14 /1/I • /✓� _ -__ _ _ 1911 -1941 VULCAN AVE. 12593-G
- - MASIH MAHER GLENN P UIM
VERTICAL: 1" = 10' R.C.E. N0. 65124 2,/ ENCINITAS, CA 92024
- - - - -- -- - -S ES -- - _� /J.0�1.6 - ,4 0
DATUM:ONAVD88.949' EXP. 9 -30 -17 DATE D E PLANNING CASE NO: 07- 031CDP /TM /DR, 14 -306 DRMOD /CDP A.P.N. #216- 052 -18 SHEET 4 OF 4 V