2011-10924 G (Plans) RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER
MIKE & CINDY BREIDER
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PHIL WEATHERLY AT (760) 310-6485, 24 CONCRETE
WASHOUT 1833 SOMERSET AVE SITE
48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED
CONCRETE CARDIFF, CA 92007
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH
CONCRETE, SLURRY, MORTAR, PHONE: (858) 863-3703 i
OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES STUCCO, PLASTER AND THE LIKE INTO
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. N
DRAINAGE NOTE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID SITE ADDRESS 0 v
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTION SITE ACCESS 1833 SOMERSET AVE. o
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS
AND INGRESS TO PREVENT A.P.N. 260-313-04
IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF TRACKING
DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3"CRUSHED ROCK AND/OR CORRUGATED ➢ ��
CONVEYED TO AN APPROVED DRAINAGE FACILITY. THE ENGINEERING INSPECTOR. STEEL PANELS/PLATES. LEGAL DESCRIPTION o
_ BIRMINGHA DR
UTILITY NOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO CONSTRUCTION VEHICLES LOT 6, BLOCK 100
PER MAP NO. 1547, FILED MARCH 18, 1913
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION
VEHICLES
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. PARKING,VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE
MADE OFF-SITE.
5. THE CONTRACTOR SHALL INSTALL A��iTiONAL EROSION CONTROL MEASURES AS MAYBE OWNER'S CERTIFICATE
GENERAL NOTES REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN EROSION CONTROL
CIRCUMSTANCES WHICH MAY ARISE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE I (WE) HEREBY
CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION
CONTROL MATS, HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO ADEQUATE GROUND
COVER VEGETATION,AND BONDED FIBER MATRIX. AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. VICINITY MAP
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
N.T.S.
REQUEST FOR INSPECTION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE: CONTRACTOR w� v/
2. THE SOILS REPORT TITLED"REPORT, PRELIMINARY SOIL INVESTIGATION, RESIDENTIAL SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES. SIGNATURE: -. /DATE: 101• /- 11
DEVELOPMENT" PREPARED BY ALPINE ENGINEERING DATED AUGUST 15, 2011 SHALL BE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF MIC
HAEL BREIDER
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE SLOPE AT THE CONCLUSION OF EACH WORK DAY. REMOVE EXISTING VEGETATION ONLY WHEN
ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES
OR SHRUBS ••�� p/
9.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH UNNECESSARILY; THEY HELP DECREASE EROSION. /1 r,7.�/�ts DATE:
.7. 1 I
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
C VTHIA BREIDER
OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TEMPORARY VEGETATION MUST BE
PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED
FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND
4.WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. SOILS ENGINEER'S CERTIFICATE
GRADING. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. I, WALLACE M. BERON, A REGISTERED
CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS D
OING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS WATER USAGE
FOR DUST CONTROL SHALL BE MINIMIZED. AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER
REPLACED OR REPAIRED TO CONDITION PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM MY DIRECTION ON AUGUST
15, 2011. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM
EXISTING PRIOR TO GRADING. DRAIN SYSTEM. ON-SITE CONSTRUCTION MATERIAL STORAGE THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN
SUBMITTED TO THE OFFICE OF THE CITY
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR ENGINEER. FURTHERMORE, I HAVE REVIEWED
THESE GRADING PLANS AND CERTIFY THAT THE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL SHALL STORE
THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN C17
DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. SECONDARY CONTAINMENT FOR ALL
FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
ENGINEER OR A LICENSED LAND STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
SURVEYOR. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER STORMWATER FLOWS AND SIGNED: 01 r4r� rzi6eiIII
SI
AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
MEASURES AND pCE AI
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY PROVIDED
WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. RCE NO.: 27697 �v cep
SHORING,AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL AND/OR THE TURF/LANDSCAPED AREAS. 3�
0
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. TRAINING EXP. DATE: 3-31-2013 No. C 27697 p
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS
SHALL BE TRAINED TO BE * Exp. 3-31-2012
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2)MILE OF A STRUCTURE FOR UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. FAMILIAR WITH
THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL JOB#:
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M.AND 7:30 A.M. BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S)AND THE
PRIME CONTRACTOR MUST INFORM �qjF CIVILs
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2%CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE SUBCONTRACTORS ABOUT STORMWATER
REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. ALPINE ENGINEERING CAU
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE P.O. BOX 2155
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS BEEN IT TO AN ADEQUATE IMP/BMP. WASTE MANAGEMENT ALPINE,
CA 91903
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
AND UNUSED CONSTRUCTION (760)445-2024
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE-CONSTRUCTION MEETING SHALL BE 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED MATERIALS.
DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760)633-2770. WITHOUT A PERMIT FROM THE CITY. CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. STA
TEMENT OF ENGINEER OF WORK
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY NO SEEPAGE
FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. AROUND
ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT
LIDS SHALL BE PLACED WITHIN TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM STRUCTURES
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF
HAULING OPERATION. WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN TRASH MATERIAL. ENCINITAS, TO THE
EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE.THE ENGINEER
IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
THE CITY OF ENCINITAS IN ITS
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM MANY
CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE AND
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY
OF
BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 10924-G HAS BEEN PERFORMED IN DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE TO AN APPROPRIATE
LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800)714-1195. FOR INFORMATION ON FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES LANDFILLS AND
TO ORDER DUMPSTERS CALL EDCO AT(760)436-4151. INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS,AND
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. THROUGH AN ADEQUATELY SIZED OIL/GREASE SEPARATOR AND IS THEN FILTERED THROUGH A EMPL
OYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT
CITY-APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE THE
SITE. WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE
HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF REQUIRED FOR THIS STRUCTURE. WORK PERFORMED BY THE
ENGINEER.
FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR
LEAKS. CONTRACTOR SHALL
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM
STORMDRAIN INLETS ON PERVIOUS /
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR SAN DIEGUITO WATER DISTRICT NOTES: SURFACES. SIGNATURE:
* DATE: i ! l f
UNDER HIS SUPERVISION AND THAT IN HIS OPINION,ALL EMBANKMENTS AND EXCAVATIONS ARE JA ES WTURPIN
ACCEPTABLE FOR THEIR INTENDED USE. 1.WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY
FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM
CONSTRUCTION SITE TURPIN CONSULTING
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE 955 BOARDWALK, SUITE 203 �F5 A. TURA
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE FOR MORE
INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT SAN MARCOS, CA 92078
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR THE ENGINEERING
DEPARTMENT, CITY OF ENCINITAS AT (760)633-2770. (760)415-1188 57
MEASURE TO PREVENT-EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT Na C 57695
NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS RCE EXPIRES: DECEMBER 31, 2011 i
1
PROJECT. * Ex . 12-3i-=3
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. - NOTIFICATIONS
`17y CIVIL _
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE �� CA�t
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EARTHWORK DATA
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON EXCEPT AS
SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY STEEPEST EXISTING NATURAL SLOPE ON-SITE= 8 H : 1 V
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN MEASURES
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE MAXIMUM VERTICAL DEPTH OF CUT*= 1 '
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. CONTRACTOR'S RESPONSIBILITY
TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO MAXIMUM VERTICAL DEPTH OF FILL*= 3 '
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION
OF COMMENCEMENT OF WORK:
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY A.
SEWERS -CSD- (760)-633-2770 CUT= 40 C.Y. FILL = 40 C.Y.
EXISTING WATER FACILITY(FIRE HYDRANT, METERS,VALVES, VALVE BOXES, ETC.)WHICH IS B. GAS& ELECTRIC-SDGE - (760)-438-6200 IMPORT=
0 C.Y.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER C.
WATER-SAN DIEGUITO WATER DISTRICT-1-800-227-2600 *REMEDIAL = 591 C.Y. ( 3 ' REMOVAL AND RECOMPACTION UNDER AND 2 ' OUTSIDE OF BUILDING
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS AGENCIES STANDARDS COMMITTEE (WASC)STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, D. TELEPHONE-SEC
BELL- (760)-489-3411 slkul «. AREAS)
SHALL BE SHAPED, PLANTED,AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. E. CABLE N-COX
COMMUNICATIONS-(760)-806-9809 X-2233 r .T
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 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 2. CONTRACTOR
SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY Wd�t
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN PROJECT. PHONE: (760)-633-2770.
ACCORDANCE WITH THE GRADING ORDINANCE. 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)-633-2
16. ALL TREES, BRUSH, GRASS,AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION
AND REMOVAL.
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE 7.ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED
"" BMP PROJECT STATUS spot
AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM WAYS. IMPERVIOUS AREA
�IIMn1 " '
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. IMPERVIOUS AREA
PRIOR TO CONSTRUCTION: 2,677 SOFT `
w
ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. IMPERVIOUS AREA AFTER CONSTRUCTION: 4,455 SQFT L
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO-LEAD BRASS BE USED IN INCREASE IN IMPERVIOUS AREA: 1,778 SQFT a !:
STANDARD
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN
3 rr" > �,.
COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO-LEAD BRASS `'
FOREST MANAGEMENT PROGRAM.TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY IMPERVIOUS AREA REPLACED: 500 SQFT
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PARTS.
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN
DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN 9.ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED
THE CITY TREE DRIP LINE AREA(THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18.
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 �Z �'� d✓^ � .�� Z(I�l �Z / Il �� 12 � � 5/11
SIGN ' DATE SIGN DATE WN S GN DATE SI N DATE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT
APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
JT JT JT
IaEe-ETE %.4 k`Lj A0b wjI AAA WALL NDTVS %t=_ DESCRIPTION: 2.5" CITY OF ENC. BRASS DISC PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY' GRADING
PLAN FOR:
LOCATION: NW QUADRANT OF BIRMINGHAM DATE: 12/06/11 1833 SOMERSET AVE.
12EVtsC 4Ra1 FF _ F ELEV�Inoad Eve HORIZONTAL: 1"= 10'
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RECORD FROM: ROS 18416 R.C.E. NO.: 57695 PUBL C WO KS DIRECTOR
O e7 ATE C- -AP. DATE ELEVATION: 321.83 VERTICAL: 1" =X' JAMES A.TURPIN A.P.N. 260-313-04
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oEn9�u RFVisFSEc ions A- o R P.: 12/31/13 DATE DATE PLANNING CASE NO: 11-101 CDP .SHEET 1 OF 3