2017-13194-G (Plans)D cu$gn Emebpe ID: F12CCFAl-G27426E-BA37-A05261256746
RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS
TO DRAIN AWAY FROM STRUCTURES FORA MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO
AN APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR
INSPECTION.
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION, PROPOSED OEW6AIE
RESIDENCE, 3OIS WILDFLOWER DRIVE, CITY OF ENCINITAS,.
PREPARED BV lEAAARKC2FK CJOM560"TS, DATED 9-I4'/6 PROJECT
NIL04S SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE
DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID
REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS, ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
ENGINEER OR A LICENSED LAND
SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
S. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL
BE PROVIDED STATING: 'THE GRADING UNDER PERMIT
NO. 13194-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING
PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED
BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION..
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABILITY OF. ANY FILL MATERIAL. UPON COMPLETION OF GRADING
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE
FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION, ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS
TO BE PLACED. LOUSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATERAND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CTTY'S URBAN
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF
THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE
TREE REMOVAL,
CHANGE NO.I DESCRIPTION
DATE
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOE HEISER AT (760) 585-8500,
24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF
THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
(40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES
AND/ORTO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY
AND/OR THE TURFMNDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
IT TO AN ADEQUATE IMP/BMP.
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
REQUIRE THAT THIS PLAN BE REVISED OR THAT SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM
WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE
ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE
DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE
AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
THROUGH AN ADEQUATELY SIZED OIU GREASE SEPARATOR AND IS THEN FILTERED THROUGH A
CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER
SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
REQUIRED FOR THIS STRUCTURE.
OLIVENHAIN WATER DISTRICT NOTES:
1. WATER MAINS; LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
STANDARD SPECIFICATIONS 07 THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BYSAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION 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 THIS
PROJECT.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN
WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/ )R ADJUST TO GRADE ANY
EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS
AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER
AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS,
THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED
WAYS.
WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN
THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN
COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS
PARTS.
9. 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.
SCALE AS -BUILT
HORIZONTAL: N/A DAME' J. VALDEZ DATE
VERTICAL: NIA REV. ENGR. INSPECTOR SR. ENGR
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VIKASARENA UDANI ENDENGAT UST
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTATTES UDANI FAMILY TRUST W-17-15 1304 NUE A4. SpO� o
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, CONCRETE WASHOUT RANCHO SANTA FECA 920fiJ WIL
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE $ 9 DLO
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND 3015 WILDFLOWER DRIVE B " . U S9 ENCIN TAB LVD El VAQEYORF
THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING AM 264-091-88 (J CS OE( NO T
THE WASHOUT LOCATION. NOTES
1
CONSTRUCTION SITE ACCESS LEGAL DESCRIPTION `t, E �Y gz 4 'gWOHO
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF REMAINDER PARCEL OF PARCEL MAP IN S21 O PY SRO
SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3'CRUSHED ROCK ANDIOR CORRUGATED STEEL PANELS/PLATES. 18642, IN THE CITY OF ENCI N ITAS, COUNTY F �m dSITE
OF SAN DIEGO, STATE OF CALIFORNIA, G �G
CONSTRUCTION VEHICLESil
OF
TO MAP THEREOF, FILED IN THE
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE OFFICE OF THE COUNTY RECORDER OF SAN
REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. DIEGO COUNTY, FEBRUARY 28, 2001 VICINITY MAP
EROSION CONTROL OWNER'S CERTIFICATE N.T.S.
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST
EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, I (WE) HEREBY CERTIFY THAT REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
AND BONDED FIBER MATRIX SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. I (WE) HEREBY AGREE TO INOEMN IFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS
FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR I N ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR
CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR
REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDI RECTLY TO
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID THE PERM �NT.WRIMVf T5.
UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP ,7 10/1/2021
DECREASE EROSION. - SIGNATU DATE:
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION VIK OR SARENA UDANI
CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND DEVELOP TS OF THE MOST RECENT STATE WATER
BIND THE SOIL. RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF
STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTVITY. IN ACCORDANCE WITH SAID PERMIT, A
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND
IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES , AND A COMPLETE AND ACCURATE
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. NOTICE OF INTENT
(NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CRY OF
ON -SITE CONSTRUCTION MATERIAL STORAGE ENCINITAS; FURTHER, A COPY OF THE COMPLETED NOR FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED.
THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL
FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNERS) OF ANY PORTION OF THE PROPERTY COVERED
INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM BY THIS GRADING PLAN NO.(}IQV-G AND BY SWRCB NO.R9-2009-0001 AND ANY SUBSEQUENT AMENDMENTS
CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. 119.2009-0001,
SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING maic w L.1DLO: 937C"S7cf757
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE SIGNATURE /% OAJE 10/1/2021
CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE
WORKING ON SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER TY OWNER_
REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. VIK OR SARENA UDANI
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF SOILS ENGINEER'S CERTIFICATE
UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY
PROHIBITED. I, MATTHEW H. MARQUEZ, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINGIPALLY DOING BUSINESS IN
THE FIELD OF APPI SOIL MECHANICS, HEREBY CERTIFY THAT I HAVE REVIEWED THE SAMPLING AND STUDY OF THE SOIL
NO SEEPAGE FROM. ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMSIDIKES SHALL BE PLACED AROUND ALL CONDITIONS PREVALENT WITHIN THIS SITE PERFORMED BY MATTHEW H. MARQUEZ (PE 70072) OR UNDER HIS DIRECTION ON
DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL SEPTEMBER 14.2016. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MATTHEW H
REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR MARQUI RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE. I HAVE
COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. REVIEWED THESE GRADING PLANS AND CERTIFY THIS THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT; 3R THIS
PROJECT HAVE BEEANIp1CORPppRATE N THE GRADING PLANS AND SPECIFICATIONS.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE,
WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR SIGNED: T/ 004
DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE
HOTLINE TOLL FREE AT (800) 714-1195. FORINFORMATIONON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) PE NO.: 70072 Wy4�p, f,W MPS/ H
ti M
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANSAND RECYCLING RECEPTACLES AROUND THE SITE. EXP. DATE: 9/302018
70072 ,�pp
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE JOB IF 16045 ; Nnces 05/3My�
SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.TERRA PACIFIC INC s% CIVIL
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY 4010 MORENA BOULEVARD, SUITE 108 4jf OF CRUFOP�
CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE SAN DIEGO, CA 92117
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING STATEMENT OF ENGINEER OF WORK
DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY
NOTIFICATIONS ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION, THE ENGINEER FURTHER AGREES THAT
THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED Bl i HE CITY OF
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS PUBLIC ENTITY FOR THE PLANS PREPARED
PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR BY THE ENGINEER 15 NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
COMMENCEMENT OF WORK: OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
A. SEWERS -CSD-(760)633-2770 ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES.ACTING WITHIN THE COURSE AND SCOPE OF
B. GAS S ELECTRIC - SEGE - (760)4386200 SUCH AGENCY AND EMPLOYMENTAND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
C. WATER-OLIVENHAIN MUNICIPAL WATER DISTRICT -(/60)753-6466 Q,#CSS/q�
D.TELEPHONE - SEC BELL -(MI
E. CABLE TV- COX COMMUNICATIONS-(760)F806-9809 X-2233 SIGNATURE: - DATE:
D J. VALDEZ o 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT, PHONE: No. C07801
4
(760)633-2770. - COFFEY ENGINEERING, INC.
9666 BUSINESSPARK AVENUE, SUITE 210 CIVIV ,mac
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: 1760)633-2770. ALL WORK PERFORMED WITHOUT SAN DIEGO, CA 92131-1646 1 PH (858)B31-0111 1 FAX (858)831-0179 'lp SEOA-
BENEFITOFINSPECTIONWILLBESUBJECTTOREJEECTION AND REMOVAL. RCEEXPIRES: JUNE302018 or CAI
DRAWING INDEX
TITLE SHEET ................................ I
GRADING PLAN ............................ 2
GRADING DETAILS ........................ 3
CONSTRUCTION BMP PLAN......... 4
FIELD OPERATION$
N r_10I.' M V :1 :F_v(a II]
EARTHWORK NOTE
CUT= 1,500 C.Y. FILL= 360 C.Y.
BMP PROJECT STATUS
TOTAL AREA OF LAND DISTURBANCE:
IMPORT= 1,140 C.V.
56,50D F72 (1.30 ACRES)
1,200 C.Y. OVER EXCAVATION AND RE -COMPACTION
PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY
(30-DEPTH- 5 FT OUTSIDE STRUCTURE)
HOMEOWNER IN ACCORDANCE WITH"MAINTENANCE AGREE AENT FOR
IMPERVIOUS AREA
PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION
IMPERVIOUS AREA PRIOR TO CONSTRUCTION:
0. SO FT
MAXIMUM VERTICAL DEPTH OF CUT= 5.25'
CONTROL FACILITIES"
IMPERVIOUS AREA AFTER CONSTRUCTION: li-256 50 ET
MAXIMUM VERTICAL DEPTH OF FILL = 5.0'
RECORDED ON 30IJC I2 ;LOI'7
INCREASE IN IMPERVIOUS AREA: 18,256 SO FT
(PER GEOTECHNICAL REPORT
'xOI�-OiS3S34
IMPERVIOUS AREA REPLACED: 0
SOFT
RECOMMENDATION OF ALTERNATIVE 2)
AS DOC.#:
PLANNING AND BUILDING
I PARKS AND RECREATION
OLIVENHAIN
MUNICIPAL WATER
I ENCINITAS FIRE DEPARTMENT
S bD I 5• -I Q .9.f
SIGN I DATE SIG DATE S14N U DATE
CHECKED BY: ENGINEERING DF.PARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES
DATE
R.C.E. NO.; 76074
VALDEZ
EXP.6 30 18
3015 WILDFLOWER DRIVE
DENGATE RESIDENCE
(APN: 264-091-88)
DRAWING NO.
1394-G
Docuegn Emebp ID: M"FA1-G27426E-BAe7-AD52612 746
EX. SURVEY MONUMENT
TO BE PROTECTED
LEGEND
SCALE: 1 "=20'
\_ \ \ ,� \ PER SHEET 3
JGO'
FRONT YARD SETBACK
EX. SURVEY MONUMENT
TO BE PROTECTED
IN PLACE
15.0'
SIDE YARD 5
FIRE
eel
SECONDARY
DRIVEWAY PER
II%����.�,!•��
�ij.���j��il�s,��. :r r rr dA►„
15.0,
SIDE YARD 5
NOTE:
SPECIAL INSPECTION OF ALL POST CONSTRUCTION BIORETENTION BASINS BY THE ENGINEER
OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES.
PROGRESS PICTURES OF BIORETEN77ON BASIN CONSTRUCTION SHALL BE TAKEN AND
PROVIDED TO THE CITY AT THE FOLLOWING STAGES:
1. BASIN EXCAVATION
2. PLACEMENT OF PERFORATED PA
3. PLACEMENT OF GRAVEL LAYER
4. PLACEMENT OF ENGINEERED SC
5. FINAL BASIN GRADING
6. FINAL COMPLETED BASIN WITH
RIM
r
I
1
I
pBI0f7LION AREA A2 IA 907 FTr
TOP 278.00
TTOM=27Z00
S B4 \
3
v \ Y
b A♦ V
/� � � O ♦Vn' 7,h/
27 e /♦ I
94'TO NEIGHBORING
RETAINING
PER
RAl 90
GARAGE
FF=278.42
PAD=277.72
i4�, e♦y ,
3E NOTES
PERMANENT BMPs ARE TO BE PRIVATELY MAINTAINED AND ME FACILITIES NOT MODIFIED OR REMOVED WITHOUT A 1. ALL MAIN DRAW LINES SHOWN TO BE 6' PVC 0 1% MINIMUM SLOPE UNLESS OTHERWISE NOTED.
PERMIT FROM THE CITY 2. ALL CATCH BASIN LEADS TO BE 4" PVC 0 2% MINIMUM SLOPE UNLESS OTHERWISE NOTED.
MONUMENTATION NOTE J HARDSCAPE GRADES TO BE 1% MINIMUM TO DRAINS AND AWAY FROM STRUCTURE.
4. SOFTSCAPE GRADES TO BE 2% MINIMUM TO DRAINS (I% WHERE FLOW IS CONCENTRATED) AND 2% MINIMUM
THE IXWIRACIO17 SHALL BE RESPONSIBLE FOR SURVEY MONUMENTS AND/Q7 VERTICAL CONIRIX BENCIMIIWS INCH ARE AWAY FROM STRUCTURE.
DISTURBED OR DESIROIED BY CONSIRUCTIOV, A LAND SURVEYOR MUST FIELD LOCATE REFERENCE ANO/GR PRESERVE ALL 5. SOIL COVER ABOVE DRAB) LINES SHALL BE 12" MINIMUM UNLESS OTHERWISE NOTED.
HISTORICAL OR CONTROLLING MONUMENTS PRIOR TO ANY EARTHM.. IF DESIROYID, A LAND SURVEYOR SHALL REPLACE SUCH 6. N077FY CIVIL ENGINEER IF ANY NON -DRAINING SUMP CONDITIONS BECOME APPARANT WRING CONSIRUCON.
MONUMENTS WTIH APPROPRL47E MONUMENTS A CORNER RECORD OR RECORD OF SURVEY,, AS APPROPRIATE SHALL BE BLED AS
REWIRED BY THE PROFES90NAL LAND SURVEYORS ACT, SECTION 8771 OF THE BUSNE5S AND PROFESSIONS CODE OF THE STATE
\NGE NO. DESCRIPTION APPROVED DATE I BENCHMARK SCALE AS -BUILT
61.SV. C lrgV woLdC I &AAJ 1 7.11-1
AW0Vc0ill JSE _. DESCRIPTION: 25- IMSK STAMPED CI E-012
LOCATION:AE ON AT SHY OUP UAME AZ & 9& L RNA/ HORIZONTAL: DANIEL J. VALDEZ
-- RECORD FROM: CITY CP oyawA5 - FlAFFr Na f010 REV. ENGR. INSPECTOR
ELEVATION: _203.16 VERTICAL
DATUM: RAwee
DATE
N
RESIDENCE
284.92
70=283 00
121 TO NEIGHBORING
STRUCTURE
- 5117EYARD SETBACK
a �0
0 d) 1,RETi
0 f PER
BW 27225
TW 2B30 7W=27385
�� ✓ BW 2830 r�BW=27225
�♦♦ TW=20
283. BW=251.81.0 RETAINING
PER C-1
�:-' TW=2BJ.0
l j 8141�283.0 '
w
N
t '
1
LAWN
EARTHEN SWALE
PER DETAIL , 1
ZRr 3
1
POOL well
� tf .
SPA y ✓ i
yf rf
0
L HOUSE
=28333 {
�N
\ STEEP SLOPE PRESERS�V/Fj10N '
OPEN SPACE EAM€M€IJZ,y
PER DoC NO. 20j1d ¢}tL083TJ
,/ ✓�f �jf/ ram''/,r SIDE YARD SETBACK-
r. - ':.. 139
•EX. SURVEY MONUMENT 55'441N 147.1J" EX, SURVEY MONUMENT
'TO BE PROTECTED `';.�' 3 .. "`' TO BE PROTECTED
'IN PLACE IN PLACE
PLANNING & BUILDING "" ov ueY: u DV nY: unc DVun
/71I � PLANS PREPARED UNDER SUPERVISION C
fI30 1/ DATE S/Z
PRINT: DATE R.C.E. NO.: 760748074
DANIEL J. VALDff
EXP.: 6 30 18
SLOPES TO BE
:HED R KEYED
GEOTECHNICAL
25.0'
YARD SETBACK
RVEY MONUMENT
PROTECTED
E
DESCRIPTION REFERENCE
smao
N4504545"W
PROPERTY LINE
�R---------
ROW CENTERLINE
------
BUILDING FOOTPRINT
EXISTING CONTOUR
'll:----"--
PROPOSED CONTOUR
-90
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
"
6"LANDSCAPE/HARDSCAPE DRAIN
CATCH BASIN
DIRECTION OF FLOW
-�
6" PVC DRAIN LINE SDR 35 (U.N.O.)
-----------
PERFORATED UNDERDRAIN
RETAINING WALL SDRSD C 1; C-2; C-6
PERMEABLE PAVERS DETAIL 'E' - SHEET J
BIOFILTRATION AREA DETAILS 'A', B', 'D' - SHEET 3
ON PPM IPE STIC
O
LAP"LS 4306RPER �8642
3/4" X 18" IRON PIPE All DISK
❑
LLS 4306" PER PM 18642
SEWER LATERAL
WATER LATERAL
V
EXISTING OA40 WATER MAIN
- A—
EXIS71NG OA40 SEWER MAIN
- : ----------
UTILITY NOTE
1. THE LOCATIONS OF UTILITIES, IF ANY, SHOWN ON THIS PLAN ARE GENERATED FROM RECORDS
PROVIDED BY U77LITY/GOVERNING AGENCIES AND/OR FIELD DATA COLLECTED DURING THE SURVEY.
THE PLOTTING OF UTILITIES ON THIS PLAN DOES NOT CONSTITUTE A GUARANTEE OF THEIR
LOCATION, DEPTH, SIZE OR TYPE.
DRAIN STRUCTURES
PIPE TABLE
ID
TYPE
RIM
IE
PIPE
SIZE/TYPE
SLOPE
LENGTH (CENTER
TO CENTER)
A
6" ATRIUM GRATE
28J.00
281.48
B
6" ATRIUM GRATE
283.00
281.37
A-B
6" PVC Pipe
1.00%
10.84
C
3'x3' RIPRAP
W/6" CUTOFFWALL
28101
27999
B-C
6" PVC Pipe
L00%
38.10
D-E.
6" PVC Pipe
1.00%
21.20
D
6" ATRIUM GRATE
283.00
281.48
E-F
6" PVC Pipe
1.00%
23.92
E
6" ATRIUM GRATE
283.00
281.27
F
6" ATRIUM GRATE
283.00
281.03
F-G
6" PVC Pipe
1.00%
29.38
G
6" ATRIUM GRATE
283.00
280.74
G-H
6" PVC Pipe
1.94%
12.65
G1
6" ATRIUM GRATE
283.00
280.14
GI-H1
6" PVC Pipe
1.00%
1748
H
6" ATRIUM GRATE
28300
280.49
H-1
6" PVC Pipe
28.9J%
12.28
H1
3'x3' RIPRAP
W/6" CO70FFWALL
280.98
279.97
J-K
fi" PVC Pipe
0.62%
36.95
J1-KI
6" PVC, Pipe
1.01%
19.43
I
3'xJ' RIPRAP
W/6" CUTOFFWALL
277.96
276.94
K-L
6" PVC Pipe
0.54%
60.72
J
12K12 GRATED INLET
278.52
27Z50
KI-L1
6" PVC Pipe
1.00%
33.08
J7
OVERFLOW STRUCTURE
28283
278.67
L1-M1
6" PVC Pipe
0.99%
32.42
K
12x12 GRATED INLET
278.30
27Z27
MI-T
6" PVC Pipe
1.00%
95.76
K1
CLEANOUT
283.03
278.47
N-0
6" PVC Pipe
3.35%
20.90
L
W/6" CUTOFFWALL 3'x3' RIPRAP
277.96
276.94
P-0
12" PVC Pipe
200%
40.35
LI
CLEANOUT
28302
278. 14
p-R
72" PVC Pipe
B. 12$
59.87
M1
CLEANOUT
283.00
277.82
R-S
12" PVC Pipe
11.01%
1/9.97
N
12xI2 BROOKS INLET
278.66
27Z64
T-R
12" PVC Pipe
4.20%
119.08
0
3'xJ' RIPRAP
W/6" CUTOFFWALL
27796
276.94
nrNCO7�GWO704
P
OVERFLOW STRUCTURE
278.18
273.67
Q
6" ATRIUM GRATE
277.92
272.86
R
6" ATRIUM GRATE
269.02
268.00
S
ROCK LINED
CONCRETE SPILLWAY
254.77
254.80
T
OVERFLOW STRUCTURE
281.83
273.00
:RING DEIPARTMENTAPPROVALS1 CITY OF ENCINITAS -ENGINEERING SERVICES DEPARTMENT
O M ED: GRADING PLAN FOR:
3015 WILDFLOWER DRIVE
Moak o DENGATE RESIDENCE
7 DATEj ��.61 /1 i 18-138 MIN (APN: 264-091-88)
13194-G
4
Docuftn Emebp ID: M"FA1-G27426E-BABRADU612 746
DIMENSIONS PER DETAIL 0 OVERFLOW INLET PER DIMENSIONS PER
PIP I 2" FREE BOARD *DC17AIL 'C' OVERFLOW
lo' DETAIL '0' CONTROL
GALLON - CAREXp;• Ip1P[/Lylpyt TUMICOIA -FOOTHILL STRUCTURE
�jzNCC PVC PIE SEDGE AT 24" O.C.
I � MIN. 4" DIA w Ly)�„"" IS MIN. 2" FREEBOAR01 iR MIN. _(
1 1 1
0"
PERFORATED_
UNDERDRAIN MIN. 6"
3
ISp
3
0.4i' AI1N•
IHyERawr
ENGINEERED SOIL
FLANGE &ORIFICE,
LypER
'C'
uroER
L8 f `(SEE DETAIL 'A)
�'
PLATE CONNECTION
i. I GALLON - GV2EX NMICOlA - FOOTHILL SEDGE AT 24"
O.C. 6.
ORIFICE CONTROL PER DETAIL
�� 8
, - - -
(SEE NOTE 1)
2. GROUND COVER: 3" OF FINELY SHREDDED HARDWOOD
ORIFICE DIAMETERS:
MULCH OR APPROPRIATE SOD
IMP A.1 = 0.25"
pf,lEy��
tt
o °°°
J. 4" PERFORATED UNDERDRAIN-LEVEL
IMP A2 = 0,32"
0000a000o 0000�°00°090°0°0°0°°° 3/4" CRUSHED
�T
4. 18" SOIL MEDIA -LOAMY SAND W/
IMP B.I = 0.43"
T
ROCK
MINIMUM 5%HR PERCOLATION+
4" PERFORATED PVC
CATCH BASIN
5. 8' OF i' CRUSHED ROCK
HOLES DOWN
�-%I"/G�
SIZE PER PLAN
21PE ' CLEADERDRAIN,
RANCE AROUND PIE
SOIL MIX PER `
DETAIL 'A'
A' -TYPICAL SEC7ION-
I.Tp�p)FyN11A�
BELGARD ECO DUBLIN
PAVERS Wl-
PERMEABLE JOINTS
5"WIDEx 9" HIGH
PCC CURB
2E4 x 14 REBAR
BEDDING LAYER, 2"_
ASTM NO. 8 STONE
6"
DRAINAGE AGGREGATE JOINT
CHIPS/STONE AS SPEC'D BY
BELGARD
,f WIDTH PER
NATIVE MATERIAL COMPACTED TOE
95K BEL COMPACTION
BASE LAYER, MIN. 6"
ASTM NO. 2 STONE
(MAY BE SUBSTITUTED WITH
/3 OR /4 STONE)
BASE LAYER 4" ASTM
NO. 57 STONE
DETAIL 'E'-DRIVEWAY W/BELGARD
PERMEABLE PAVWG
NOT TO SCALE
*ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP SWDY LGIA"SOIL DETAIL 'B'-TYPICAL SECTION
MIX
X-60X .WJO 200-JRE OX COMPoCST OR WOOD THE
D 20-0% BIOFILTRA77ON W/PARTIAL RETENTION
TOPSOIL.
NOT TO SCALE
6"WIDEx 9" HIGH
PCC CURB
PVC I I r-2EA x /4 RE64R
MIN.
DENSE GRADED AGGREGATE
84SE EMENDS BEYOND CURB
TO PROVIDE WORKING
PLATFORMFOR INSTALLATION
(ii
6106' CONCRETE
CUTOFF WALL
®10' O.C. (TYP.)
BELGARD ECO DUBLIN
PAVERS W/
PERMEABLE JOINTS
4" PERE PVC -
BENCH SUBGRADE
WHERE DRIVEWAY SLOPE
EXCEEDS 5%
EMBED CUTOFF �'6' MIN.ASTM NO. 2
ALL 5" MIN, INTO STONE (OR SUB.) ON
NATIVE LEVEL GROUND
BASE LAYER 4" ASN
NO. 57 STONE
BEDDING LAYER, 2"
ASTM NO. 8 STONE
SECTION VIEW Adl'
W 2' 5' AT TOE OF SLOPE 50 MIN
$SMUENT TO ACCUMULATE FILTER STAKE
FABRIC
8• MIN SEDIMENT
INSTALLATION DUSTING GROUND L�ELE REMAINING
84CKRLL
GRAVEL, BAGS
GRAVEL
FLOW
OUTFLOW PIPE
/ LCLOSEO MESH GRATE
SIZE PER PLAN
PLAN
N.LS
CLOSED MESH GRATE
SIZE PER PLAN
1
ORIFICE PLATE
SEE DETAIL
BELOW
PIPE
PERFORATED
UNDERDRAIN SECTION
N.LS
ORIFICE PLATE: MIN SQUARE
DIMENSIONS 1.0 FT GREATER THAN
MIN. 6" (TYP.)
PIPE DIA. HOT DIP GALVANIZED
PLATE AFTER HOLES
3" (TY)
r
HAVE BEEN DRILLED
°
o
INFLOW PIPE
NOTE 112" M
ORIFICE DIAMETER DIA.)
1. ORIFICE & FLANGE
CONNECTION TO CONCRETE
SIZE PER DETAIL 'A'
SHALL BE FILLED WITH
3/B' DIA.
30 DUROMETER NEOPRENE RING
HOLE (TYR)
FLOW CONTROL
ORIFICE PLATE
N.T.S
DETAIL 'C' CATCHBASIN
ORIFICE PLATE
NO SCALE
290 M!,
BIOFIL TRAT ION AREA A. I
2.5'
(MIN. 4" GRASS)
DETAIL 'F' - EARTHEN SWALE
NOT TO SCALE
B'OFILTRATION AREA A.2
EMBEDDED IN
WITHIN R.O.W.
EX.
DETAIL 'G' PCCSPILLWAY
NO SCALE
BIOFILTRATIONAREA B.I
—8" PCC CURB/SPILLWAY
—EXISTING DRAIN LINE
ROLLED PER PLAN
\ cuRe
PAN
SOPE PER PLAN
SECTIONA-A
I -I ME-2011Mi
&° g REMAINING
I I� I-L-I I II I_II I -I 1„ec °
T L�
STAKE 4'-6" - _ PROVIDE APPROPRIATE TRANSITION
=,11- GAP BETWEEN CS
GRAVEL STONE SHALL BE f-3 IDHES BETWEEN AND
PAVED SCONSIRURFACE
CTS AS SPILL
ENTRANCE AND PAVED SURFACE
- FILTER FABRIC - -
HAY n r1 II DETAIL S' _ DETAIL 'V'
DALE _ _ =i STABILIZED CONSTRUCTION ENTRANCE /PVT/ GRAVEL BAGS BARRIER
1 BACK FILL
SCALE NO SCALE
111 =] -1 11I=liW
— 1�u STRENGTHENING 10 mB WOOD FRAME
1 I-11 - - PLASTIC - SECURELY FASTENED
ll- -III=1 BIFFY GRAVEL BAGS AROUND ENTIRE
II-111� (T- OVERLAP ONTO ID PERIMETER
KEY IN FILTER FABRIC A TWO LEVELS OF CURB OR SIDE M CURB OR SIDE W/TWO STAKES
MINIMUM OF 6' BELOW STAKE SAND OR GRAVEL OF TRAVELWAY TWO -STACKED SECTION I
THE GROUND SURFACE - Q BAGS ONE BELOW 2x10 ROUGH W000
AND 6" ACROSS, THEN 11111 VISOUEEN, ONE FRAME
BACKFlLL WITH DIRT OR ////// ABOVE
GRAVEL FILTER (TO CONTAIN f
STAKE
FABRIC - DOCONTAIN
-------- VARIES
/ FT MIN. (4' MIN)
RUNOFF ESSI
ID-mll PLASTIC
1F11 111-11 -I ., i= GAP BETWEEN BAGS LINING WOOD STAKE TYP ���F'L JVgC C
VISOUEEN ACTS AS SPILLWAY �6' ( )
l ll��l BACK FlLL �' SKIRT THREE
ENDS LAYERS
GRAVEL BAGS
_ TOP VIEW No. C07 a
DETAIL 'RDETAIL 'T DETAIL 'W' DETAIL Z'
SILT FENCE INSTALLATION SANITARY TOILET (BIFFY) PROTECTION GRAVEL BAGS ON TRAVEL WAYS CONCRETE WASHOUT- ABOVE GROUND �' of DAO e DETAILS
NO SCALE NO SCALE NO SCALE - NO SCALE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT .PLANNING 8 BUILDING DESIGNED BY. DRAvv BY: CHECKED BY: ENGINEERINGDEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
rn VV Dv
DESCRI
PLANS PREPARED UNDER SUPERVISION OF REC O ME ED: GRADING PLAN FOR:
LOCATIP DDIT"DISK WDa c &D1 3015 WILDFLOWER DRIVE
RECORD F K M: Te OF ENGI ILK JOCK A La L FNGI HORIZONTAL: _ DANIEL J. VALDEZ DATE fly 1 ///jjj... ��/ DATE I 13194-G
RECORD FROM: OF €N;XMras -mNr rp._1o1D REV. ENGR. INSPECTOR SR. ENGR SIBVFFLIOW 7C DENGATE RESIDENCE
ELEVATION. 203.16 VERTICAL: PRINT: DATE R.C.E. NO. 76 74 S
DATUM: FAAL47 DANIEL J. LD¢ EXP : s 3D 18 nATF �� l� DA EIT 1 ( lb-IWMIN (APN: 264-091-88) SHEET 3 OF 4
Docu$gn Emebp lIM"FA1-IN27426E-BAB]-Aa5261 i56]C6
LEGEND
m
SCALE., 1 "=20'
:7
BIOFLTRATION
\, y
-SILT FENCE
PER -SE--1
R,71
I. DMA A.2 I
INLET PROTECTION
PER SE-10 (TYP.)' -
A.
sc-fia
6TI
® ' - BIOFILTRATION AREA B.
>t A=1,447 FI
IURDING DMA 8 i
V, -
L•
p
SC-6
q SD-4
DESCRIPTION STD DWG* SYMBOL
PROPERTY LINE 6—N45'45`45•W_
DRAINAGE MANAGEMENT AREA (DMA) LIMITS ID®gggggg ggV
SILT FENCE SE-1
STABILIZED CONSTRUCTION ENTRANCE TR-1 0 C O O 001
0
HYDRAULIC MULCH/HYDROSEED EC-3, EC-4
(SLOPE PROTECTION)
\ GRAVEL BAG BERM/BARRIER SE-6
DIRECTION/COURSE OF FLOW —y
✓ y
I,
1'Ij WM-8
MI
HAZARDOUS AND CONCRETE WM-6, WM-8 WI
WASTE MANAGEMENT
SANITARY WASTE WI WM-9
Iv (PORTABLE TOILET) v INLET PROTECTION 5E-10
ti
III MATERIALS DELIVERY AND STORAGE AREA WM-7 WM-1
TEMPORARY TRASH/SOLID WASTE WM-5 WM-5
.I\\\ �` F"'•y`i' STREET SWEEPING SE-7 (NO SYMBOL)
STANDARD DRAWINGS (SE-5, WM-5, ETC.) CAN BE FOUND AT THE CALIFORNIA STORMWATER DUALITY
ASSOCIATION (CAS(W) WEBSITE https://www.casga.org/resources/bmp—handbooks/construction
Der ~ m B/OFIL TRATION AREA — MAINTENANCE
�`'� • ACCESS OF STRUCTURAL FOR INSPEC77ON AND MAINTENANCE.
see
A.1 THE BIO—F—52ON BMPS CONSIST OF THREE (E) VEGETATED AREAS:
l IMP —525 FT'
\\ ••• IMP A.2 —907 FT•
vv
\ 1 , ��, �,, � ) ••• IMP B.1 — 1,447 FT'
\\�\ --_:\ �' `I •• A 1.5'X1.5'CONCRETE INLET WILL BE INSTALLED WITHIN EACH BMP WITH ITS RIM
t `(, ELEVATED 10-ABOVE THE SURFACE. THE TOTAL DEPTH OF EACH INLET WILL
k �t BE APPROXIMATELY 3'.
\\S` ,?4 `� 11 ��, / •• THE INLET WILL BE VISIBLE FROM THE SURFACE AND CAN BE ACCESSED
THROUGH THE GRATE.
v J n THE DEPTH WILL NOT REQUIRE A LADDER TO ACCESS THE FULL EXTENT OF
T N j THE INLET.
}I I •• THE BIOFILTRATION BASINS ARE ACCESSIBLE FROM THE FRONT AND BACK YARD
-- I OF THE PRIVATE RESIDENCE.
• MAINTENANCE THRESHOLDS
•• ANY GRASSES WITHIN THE BIOFILTRATION AREA SHALL BE CUT WHEN IN EXCESS
OF 4" TALL.
•. DEBRIS & SEDIMENT SHALL BE CLEARED FROM THE BASIN WHEN 2' HAVE
ACCUMULATED.
•• ANY AMOUNT SEDIMENT OR DEBRIS ACCUMULATION OBSERVED WITHIN THE
OVERFLOW INLET SHALL BE REMOVED WHEN SEEN.
•• DURING ROUTINE LANDSCAPE MAINTENANCE ACTIVITIES, IF BARE AREAS OR
EROSION ARE OBSERVED THEY SHALL BE RE —SEEDED.
•• IF STANDING WATER IS OBSERVED FOR LONGER THAN 24—HOURS THE SOIL
MEDIA SHALL BE INSPECTED FOR CLOGGING AND CLEANED.
• BIORETENTION SOIL MEDIA REPLACEMENT
•• SOIL MEDIA WITHIN THE BIORETENTION AREA SHALL BE REPLACED WHEN THE
FILTRATION RATE DROPS BELOW 501HOUR IF REGULAR MAINTENANCE CANNOT
RESTORE THIS RATE.
• RECOMMENDED MAINTENANCE EQUIPMENT
••• EQUIPMENT NEEDED FOR MAINTENANCE WILL TYPICALLY INCLUDE THOSE
NEEDED FOR ROUTINE LANDSCAPE MAINTENANCEHAND SHOVELS
• WHEEL BARROWS
• LAWN MOWER
• HEDGE CLIPPERS
• OTHER
• SPECIAL TRAINING
as MAINTENANCE AND INSPECTION ACTIVITIES REQUIRED ARE TYPICAL FOR ROUTINE
LANDSCAPE MAINTENANCE. NO SPECIAL TRAINING REQUIRED.
SITE DESIGN BMPS SOURCE CONTROL BMPS PERMANENT BMP NOTE
MAINTAIN NATURAL DRAINAGE & HYDROLOGIC FEATURES SD—T PREVENT ILLICIT DISCHARGES INTO THE M54 SC-1 4ppFFSSI
CONSERVE NATURAL AREAS, SOILS, VEGETATION SO-2
PROTECT TRASH STORAGE AREAS SC-5 PERMANENT BMPS ARE TO BE PRIVATELY MAINTAINED AND THE FACILITIES NOT MODIFIED OR REMOVED ONSITE STORM GRAIN INLETS WITHOUT A PERMIT FROM THE CRY
SC-6A
MINIMIZE IMPERVIOUS AREAS SD-3 LANDSCAPE/OUTDOOR PESTICIDE USE [SSC—_6Ifl No. C076074
MINIMIZE SOIL COMPACTION SD-4 POOLS, SPAS, ETC, SC-6
IMPERVIOUS AREA DISPERSION — DIRECTLY CONNECTED IMPERVIOUS SD-5 REFUSE AREAS SC-6 ell
AREAS NOT ALLOWED FIRE SPRINKLER TEST WATER SC-60
or
LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES SO O CONSTRUCTION 6 POST-CONSTRUCTIONI PLAN
MISCELLANEOUS DRAIN OR WASH WATER SC-6P
DESIGNED BY. DRAWN BY. CHECKED BV: D CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT PLANNING &BUILDING Dv DV Dv - ENGINEERING PARTMENT APPROVALS CITY OF ENCINITAS -ENGINEERING SERVICES DEPARTMENT DRAWING NO.
PLANS PREPARED UNDER SUPERVISION OF REC D:WnAT
ED: GRADING PLAN FOR:
LOOATIDESCRIPTIDN:cw IV-
5TANFPD d. &M 3015 WILDFLOWER DRIVE
LOCATION:I�E (ni KT AY OLYD L(A1E .AOlB LCC LPoAL HORIZONTAL: DANIEL J. VALDEZ DATED DATE 5( - _ 13194•V
RECORD FROM: 011'OF ETq'MAS-F1Y,VT NO. 1010- -tlIT/ te�Eu K uo DENGATE RESIDENCE
REV. ENGR. INSPECTOR SR. ENGR
ELEVATION: 20J.16 VERTICAL: PRINT. ATE R.C.E. NO. 76074
DATUM: LNVL198 DANIEL VALDEZ P 6/30/16 nA� 1O-(� I 18-taeMlN (APN: 264-091-66) SHEET 4 OF 4
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