2012-11102 SG (Plans) RIGHT OF WAY NOTE NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES 1-5
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON
OWNER
CONCRETE WASHOUT
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONTRACTOR
SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE NEW POINTE INVESTMENT 21, LLC SITE
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
16880 WEST BERNARDO DRIVE, SUITE 230
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, SAN DIEGO, CA 92127
LA COSTA AVE
OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY PLASTER AND THE LIKE INTO THE
STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A (858) 451-8700
EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S SIGN DESIGNATING THE WASHOUT LOCATION.
DRAINAGE NOTE RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR SITE ADDRESS
TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CONSTRUCTION SITE ACCESS o
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS COMMENCEMENT OF WORK: 1601 CAUDOR STREET
760 -753-0155
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING o
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO A. SEWER - LWD - APN: 254-162-38
AN APPROVED DRAINAGE FACILITY. D
( ) DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. s
B. GAS & ELECTRIC - SGE- (760)-438-6200 G
C. WATER- SAN DIEGUITO WATER DISTRICT-1-800-227-2600 LEGAL DESCRIPTION
UTILITY NOTE CONSTRUCTION VEHICLES O
D. TELEPHONE - SBC BELL- 760 -489-3411 THAT PORTION OF LOT 29 OF CREST ACRES, ACCORDING v BLVD
E. CABLE TV- COX COMMUNICATIONS-(760)-806-9809 X-2233 VEHICLE REFUELING, AND ROUTINE TEQUIPMENT SMAIINTENANICE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE.CONSTRUCTION
PARKING, OF TIHE COUNTY OF SANIDIEGOOSTATE OF CALIFORNIA ON G ��CP�XP
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. m
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY EROSION CONTROL MAY 3, 1927, AND AS SHOWN ON
RECORD OF SURVEY MAP
GENERAL NOTES WORK ON THIS PROJECT. PHONE: (760)-633-2770. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY
SHALL BE PROTECTED NO. FILED IN THE OFFICE OF THE RECORDER OF THE VICINITY MAP
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ON
AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND OCTOBER 5, 1959, SAID PORTION
OF LOT 29 LYING WITHIN N.T.S.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)-
COVER VEGETATION, AND BONDED FIBER MATRIX. THE FOLLOWING BOUNDARY LINES: BEGINNING AT THE
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REJECTION AND REMOVAL. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
SOUTHEAST CORNER OF SAID LOT 29; THENCE NORTH 5°
55' WEST ALONG THE EASTERLY LINE OF SAID LOT 29
REVISIONS THEREFROM SHALL BE{,"?ROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR
INSPECTION. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL 199.74 FEET; THENCE
SOUTH 84° 0605" EAST ALONG THE
EROSION CONTROL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. SOUTHERLY LINE OF SAID LOT 29,
76.00 FEET TO THE
2. THE SOILS REPORT TITLED "GEOTECHNICAL'INVESTIGATION AND FOUNDATION DESIGN POINT OF BEGINNING.
RECOMMENDATIONS FOR PROPOSED SINGLE FAMILY RESIDENCE, APN 254-162-38, CAUDOR STREET, 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SCOT SANDSTROM AT(619) 823-7969, 24 REMOVE
EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO
NORTHEAST OF PLATO PLACE, ENCINITAS, CALIFORNIA" PREPARED BY ADVANCED GEOTECHICAL HOURS A DAY. AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO
NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY OWNER'S CERTIFICATE
SOLUTIONS, INC. DATED JULY 15, 2011, PROJECT# 1105-14-B-2 SHALL BE CONSIDERED AS A PART OF HELP DECREASE EROSION.
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
AND SPECIFICATIONS CONTAINED IN SAID REPORT. DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE TEMPORARY VEGETATION MUST BE PLANTED
ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING
STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING
ANNUAL AND PERENNIAL ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. GRASSES
TO SHIELD AND BIND THE SOIL.
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES ARE COMPLETE. '' `
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE ENGINEERING INSPECTOR. SIGNATURE' DATE:
GRAD;iJG. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. OT SAN M, PRESIDENT
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO NEW POIN NVESTMENT 21, LLC
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. ON-SITE CONSTRUCTION
MATERIAL STORAGE
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE.
CONTRACTOR SHALL
REPLACED OR REPAIRED TO CONDITION 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE STORE THESE PRODUCTS WHERE THEY WILL STAY
DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY OQ
EXISTING PRIOR TO GRADING. REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE
OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT SOILS ENGINEER'S CERTIFICATE f�
CIRCUMSTANCES WHICH MAY ARISE. ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN
INLETS. STOCKPILES SHALL I, JEFFREY A. CHANEY,A REGISTERED GEOTECHNICAL ENGINEER IN THE'STATE OF CALIFORNIA, PRINCIPALLY
DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO BE COVERED OR
PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND
STUDY OF
EPdGiWL�., p. '_ICENSED LAND PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. AROUND THE PERIMETER AT ALL TIMES. THE
SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JUNE 24,
SURVEYOR. 2011. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE TRAINING HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING INCORPORATED HEREON. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN
THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR GRADING PLANS A ERTIFY TH E RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE
BMP NOTES SHALL BE AVAILABLE TO PROJECT HAS{ BE C RAIDING PLANS AND SPECIFICATIONS.
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF EVERYONE WORKING ON SITE. THE PROPERTY
OWNER(S) AND THE 'PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS /
SLOPE AT THE CONCLUSION OF EACH WORK DAY. ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. SIGNED:
8..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 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WASTE
MANAGEMENT RGE NO.: 2314 ES S/04,
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. WORKING DAY WHEN THE FIVE (5)DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. �� . `Y A.C,,
(40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. a� 4{
DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE EXP. DATE: 6-30-2013 ec
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE-CONSTRUCTION MEETING HAS BEEN SYSTEM IS STRICTLY PROHIBITED. JOB#: 1105-14-B-2
/ No.2314
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ) Exp,6 36/ ?)
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE-CONSTRUCTION MEETING SHALL BE NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES
SHALL BE PLACED AROUND ALL ADVANCED GEOTECHNICAL SOLUTIONS, INC. C k
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES FrHN�
DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF DUMPSITES:SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER 25109 JEFFERSON AVE
LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH SUITE 220 ,;
AUcO
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MURRIETA, CA 92562
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
(619) 708-1649
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM MANY
CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. DRAIN SYSTEM. CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED.
NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, STATEMENT OF ENGINEER
OF WORK
11, UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1495. FOR
INFORMATION ON LANDFILLS AND TO ORDER
GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. DUMPSTERS CALL EDCO AT(760)436-4151.
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11102-SG HAS BEEN PFDrnDenFD IN
THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS 6r1UWN ON THE 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES POLLUTANTS
SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH
THE
ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY PORTABLE TOILETS
MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
AND/OR THE TURF/LANDSCAPED AREAS. SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. THE
CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
NOT A DETERMINATION T THE CITY E ENCINITAS EL THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA I
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST PLANS OR DESIGN
AND T THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. ROUTINELY CHECK AND
CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER PGREES TO INDEMNIFY AND HOLD HARMLESS
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS,
AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
i�?ERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE FOR
MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE
ENGINEER AND HIS/HER
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE ENGINEERING
DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
FOR THEIR INTENDED USE. IT TO AN ADEQUATE IMP/BMP.
ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
13. iriE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
SAN DIEGUITO WATER DISTRICT NOTES: � •
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID WITHOUT A PERMIT FROM THE CITY. 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER
DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY SIGNATURE: - :: Muwm !` 7Fr• DATE:
DAN AGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL OF THE LOCATION OF OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND
UTILITY PIPE OR STRUCTURE WITHIN THE TIMOT R. BIRC , RCE
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY LIMITS
OF THIS PROJECT. It
D" AINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. HUNSAKER
&ASSOCIATES SAN DIEGO, INC.
14. ALL ARE„S TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE
CROSSINGS, LINE PARALLELING OR PROPOSED 9707 WAPLES STREET
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY
CROSSINGS WITHIN 10 FEET OF PROPOSED SAN DIEGO, CA 92121
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN WATER MAINS
SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS (858) 558-4500
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE
WRITTEN PERMISSION IS GIVEN BY SAN DIEGUITO WATER DISTRICT. RCE EXPIRES: 6-30-2013
TO BE ?LACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE IMPERVIOUS AREA
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE HYDRANT,
METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1,113 SF
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SP=CIFICATIONS. AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS THEY SHALL BE IMPERVIOUS AREA AFTER CONSTRUCTION:
AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. BUILDING:
4,831.5 SF Z
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A
STOOPS/WALKWAYS: 390 SF 0
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL CITY-APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER 4. UTILITIES
TO MAINTAIN MINIMUM 5-FEET SEPARATION WHEN PARALLELING WATER SERVICES. ASPHALT DRIVEWAY: ¢¢15SF
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
w
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR REQUIRED FOR THIS STRUCTURE. ORCO AQUA-BRIC PAVER:
2,390 SF Z
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE 5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND
SAN DIEGUITO GAS AND ELECTRIC 'TOTAL: 9,618.6 SF Q n
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN VAULTS. "INCREASE IN IMPERVIOUS AREA: 9,117.5 SF
co
ACCORDANCE WITH THE GRADING ORDINANCE. IMPERVIOUS AREA REPLACED: NA w
EARTHWORK DATA 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE
STEEPEST EXISTING NATURAL SLOPE ON-SITE = 2 H : 1 V IN FRONT OF PARCEL THEY ARE SERVING. PERVIOUS ORCO AQUA-BRIG PAVER NOT
INCLUDED IN IMPERVIOUS TOTAL ¢ ~
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED U l!u
MAXIMUM VERTICAL DEPTH OF CUT=4.1' "ASPHALT DRIVEWAY IS OFFSITE BUT STILL INCLUDED AS PART OF a
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT u", F-- o
MAXIMUM VERTICAL DEPTH OF FILL= 24 7. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO-LEAD BRASS BE USED IN THE CONSTRUCTION OR
INCREASE IN PERVIOUS AREA. � °
HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. � n
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE
WITH THIS LAW, THE DISTRICT SHALL a w
CUT = 322 C.Y. REQUIRE ALL MATERIALS TO BE NO-LEAD BRASS PARTS. BMP PROJECT STATUS
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. FILL= 322 C.Y. w -i
IMPORT= 0 C.Y. 8. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SER�ICES SHALL BE PROVIDED WITH CATHODIC PROTECTION ¢
� u°Di
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN STANDARD PROJECT (0
REMEDIAL = 1600 C.Y. (3' REMOVAL AND RECOMPACTION ENTIRE PAD) N ACCORDANCE WITH WC-17 OR WC-18. Z
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY [Z_
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE _ °) a
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO S _ B L41 `T LEUCADIA WASTEWATER DISTRICT 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 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 l;1MD7_1fy 6 9/RCN DA r6