2011-10801 SG (Plans) J
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NGN RO.
LU
RIGHT OF WAY NOTE p foRj�Nf> RP a
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 Q
B�Mp
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN NN
go' U EROSION CONTROL
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. OWNER & PERMITTEE:
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARGARET G. CARDELL
DRAINAGE NOTE AT (858)759-1019 24 HOURS A DAY. CHRISTOPHER P. & MARGARET G. CARDELL 3pG� RO RIM
ROCK ITE
3273 RIM ROCK CIRCLE CIRCLE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE
AT ALL TIMES DURING ENCINITAS, CA 92024 w
DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY
MATERIALS SHALL BE STOCKPILED (858)759-1019 D o
APPROVED DRAINAGE FACILITY. ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 61
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE SITE LOCATION: Q
UTILITY NOTE ENGINEERING INSPECTOR. APN: 264-292-25 E1 CAMINO DEL 1J
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE =O No
GENERAL NOTES SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 3273 RIM ROCK CIRCLE 2
ENCINITAS, CA 92024
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE REQUIRED BY
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
CIRCUMSTANCES VICINITY MAP
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM WHICH MAY ARISE. LEGAL DESCRIPTION: T.B.
PG. 1128-05
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE N
. LOT 61 TRACT N0. 4 ACCORDING TO
2. A PRELIMINARY SOILS REPORT WAS NOT REQUIRED FOR THIS PLAN. HOWEVER, A FINAL COMPACTION MAP N0.. 1 11809, RECD 055/1/1 8/1987.
AND GRADING REPORT WILL BE PROVIDED PRIOR TO PERMIT SIGNOFF. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE WORK TO BE DONE
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR INCORPORATED HEREON. THE
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT OWNER'S CERTIFICATE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND
STANDARD DRAWINGS:
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. THE CONCLUSION OF EACH WORK DAY.
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN
PLACE AT THE END OF EACH WORKING GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER STANDARD SPECIFICATIONS
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
(40%). SILT AND ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION
OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STABILITY OF THE SITE. (200
0 EDITION).
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED 2. CALIFORNIA DEPARTMENT
OF TRANSPORTATION, "MANUAL OF TRAFFIC
OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A CONTROLS FOR CONSTRUCTION
AND MAINTENANCE WORK ZONES," (1996
LICENSED LAND SURVEYOR. SIGNATURE: DATE:*I- rZC EDITION).
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING NOTIFICATIONS MARGARET G. CARDELL �-
3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS-APRIL 2006.
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
AND STRUCTURES SHOWN ON THESE
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
STANDARD DRAWINGS
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR 1. COUNTY OF SAN
DIEGO REGIONAL STANDARD DRAWINGS-APRIL 2006.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
ANY EXISTING UTILITIES OR SIGNATURE: DATE: 2. STATE OF CALIFORNIA STANDARD PLANS-MAY 2006.
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5: 30 P.M. AND 7:30 A.M. NOR ON STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT CHRIST ARDEL
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: DESCRIPTION STD DWG SYMBOL
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS BEEN HELD A. SEWERS - CSD - 811
ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, B. GAS & ELECTRIC - SDGE - 811 EX
IST. EASEMENT
GRADING CONTRACTOR AND PERMITTEE. THE PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED WITH C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - 811
EXIST. PARCEL MAP BOUNDARY .
THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. D. TELEPHONE - SBC BELL - 811 PROP. LOT
LINE . . .
E. CABLE TV - COX COMMUNICATIONS - 811 SOILS ENGINEER'S STATEMENT
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN EXIST. FENCE LINE
THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS
PRIOR TO BEGINNING ANY WORK EAST COUNTY SOIL CONSULTANTATION & ENGINEERING, INC. HAS BEEN RETAINED TO MONITOR & a 110 w. •
FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND ON THIS PROJECT. PHONE: (760)-633-2770. OBSERVE
THE GRADING OPERATION & PROVIDE THE NECESSARY COMPACTION TESTING FOR THIS EXIST. CONTOURS
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. PROJECT. UPON COMPLETION OF THE GRADING, A
REPORT OF FIELD DENSITY TESTS WILL BE PROP. RETAINING WALL. C-4 .
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- PROVIDED TO THE CITY. SEE LETTER
OF RETENTION DATED 03-09-2011.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION
WILL BE SUBJECT TO REJECTION PROP. D.G. SURFACE. . . . . . . .
APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE AND REMOVAL.
PROVIDED STATING: "THE GRADING UNDER PERMIT 10801-SG HAS BEEN PERFORMED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED 4114 PROP. CONTOURS
PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER SIGNATURE: k DATE: 14 OS'-
�7 9f
WHO CERTIFIES SUCH GRADING OPERATION. MAMA U ALI U DIALLO PROP. SPOT ELEVATIONS
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS RCE 54071, GE 2704
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS PROP. RIP-RAP. . . . . .
. . . . . . PER D-40
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 EARTHWORK CMIM1 ,�
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR m
THEIR INTENDED USE. STEEPEST EXISTING NATURAL SLOPE ON-SITE = 3 H: 1 V s-a.-��
MAXIMUM VERTICAL DEPTH OF CUT = 5.0' '~
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE MAXIMUM VERTICAL DEPTH OF FILL = 4.0' ftl
l�
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID STATEMENT OF ENGINEER OF WORK ,moo..
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL CUT = 240 C.Y. FILL = 240 C.Y. THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED BY NGINEER SHALL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF
THE ENGINEER'S TRADE
OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN SHEET INDEX
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH THE RULES AND REGULATIONS
REQUIRED BY THE CITY OF ENCINITAS, TO THE
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE EXTENT THAT THE ENGINEER CONTROLS SUCH
PERFORMANCE. THE ENGINEER AGREES THAT ANY
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO IMPERVIOUS AREA PLANCHFOR OR
RE PLANS PREPARED BBYTTHEEN CITY OF ENCINITAS
A DETERMINATION ITS NAT CAPACITY S C PUBLIC SHEET 1 COVER SHEET
BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL ENCINITAS OF THE TECHNICAL SUFFICIENCY OR
ADEQUACY OF THE PLANS OR DESIGN AND IT SHEET 2 SIMPLIFIED GRADING PLAN
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 10.300
SOFT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IMPERVIOUS AREA AFTER CONSTRUCTION: 11.800 SQFT
IMPROVEMENTS BASED THE ON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE SHEET 3 EROSION CONTROL PLAN & NOTES
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. INCREASE IN IMPERVIOUS AREA: 1500 SOFT CITY
OF ENCINITAS AND I S OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE IMPERVIOUS AREA REPLACED: N/A SQFT BODILY
INJURY ARISIN SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE
AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, ENGINEER AND HIS/H AGENTS 0 EMPLOYEES
ACTING WITHIN THE COURSE AND SCOPE OF SUCH 0
PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND AGENCY AND EMPLO AND A ING OUT OF
THE WORK PERFORMED BY THE ENGINEER. U
ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR
_ / (n
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED SIGNATURE: DATE: ��� 1 C�
L' J
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING DOUGLAS E. LOGAN Z
U
ORDINANCE.
QROFESS/0
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR COMPANY: RANCHO COASTAL ENGINEERING. INC.
�0 5 E q< LLJ C'
OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT ADDRESS: 1635 S. RANCHO SANTA FE RD.. STE.
206 ham¢ GAP w
_Z
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. PHONE NUMBER: 760-510-3152 ? 0
92 z O
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY RCE EXPIRES: 12/31/2011 C:)
C:)C 39726 Z
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. * * W J
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST s�9TFF'CA,_\ \
Q w
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 Q�
DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR O
DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA OW PROJECT STATUS
U�CNI
(THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY ENGINEERING
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 Single Source Development C o o s u l t
a o t Z "
MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. Q 0
1635 S. RANCHO SANTA FE #206 STANDARD PROJECT j
SAN MARCOS, CA. 92078
(760) 510-3152 Ph / (760) 510-3153 Fax w O
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CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DEL DRAWN BMW BY: CHECKED Br: ENGINEERING
DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. o
PLANS PRE UNDER SUPERVISION OF RECOMMENDED: APPR VED: SIMPLIFIED GRADING PLAN FOR:DESCRIPTION: 2.5" CITY OF ENCINITAS
BRASS DISC w LOCATION: IN CONCRETE SLAB FOR FIRE HYDRANT, / i w
w 800' NORTH OF THE END OF BUMANN ROAD. HORIZONTAL: N A DATE: " � . CARDELL HORSE STABLE 10801 - SG
POINT #: 1018 VERTICAL: N A R.C.E. N0. 39726 MASIH MAHER PETER CO A-ROBLES 3273 RIM ROCK CIRCLE c5
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STATION: ENC-18 ELEVATION: 309.922 DATUM: NAVD88 ,/D
APN: 264-292-25 w
DOUGLAS E LOGAN EXP. 12-31-11 DATE DATE f ISHEET 1 OF
C:\Documents and Settings\Administrator\Desktop\BWDesigns\Jobs\7101 - CARDELL,GAIL\7101-GP01.dwg Apr 03, 2011 9:57am
Xrefs: 7101-CPOO
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CHANGE NO. DESCRIPTION APPROVED DATE BENCFMARK SCALE SPECIAL DISTRICT APPROVAL SIDE E D BMW BY: H ECK EL BY: ENGINEERING
DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING o
DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC PANS PREPA b UNDER SUPERVISION PF'f / RECOMMENDED: / APP ED: SIMPLIFIED
GRADING PLAN FOR: Z
LOCATION: IN CONCRETE SLAB FOR FIRE HYDRANT, HORIZONTAL: N/A DATE: I �Vl /�- CARDELL HORSE STABLE
10801 — SG _ ``J
800' NORTH OF THE END OF BUMANN ROAD. �s`YYY z Z
POINT #: 1018 VERTICAL: N A / R.C.E. N0. 39726 MASIH MAHER PETER C9 TA—ROBLES 3273 RIM ROCK
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STATION: ENC-18 ENG! ER 14113 11 -4/jo1/1' APN: 264-292-25 W rz
ELEVATION: 309.922 DATUM: NAVD88
DOUGLAS E. LOGAN EXP. 12-31-11 DATE DATE T SHEET 2 OF 3
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11:54am
Xrefs: 7101—GP00; 7101—TOPO; 7101—MAP; 7101—BASE
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STORMWATER POLLUTION CONTROL BMP NOTE STORMWATER POLLUTION CONTROL POST
RELATIVE TO CONSTRUCTION ACTIVITIES CONSTRUCTION OMPAMP NOTES RO RI C,"tCLE
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM
ALL IMPERVIOUS
TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE
AREAS
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE
SYSTEM OR ANY PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM 7-�
RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. DRAIN SYSTEM.
CONSTRUCTION SITE ACCESS ------
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT
EGRESS AND BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES
INGRESS TO PREVENT TRACKING DIRT OFF SITE.
THIS SHALL INCLUDE USING MATERIAL SUCH
AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES
AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE .....
CONSTRUCTION VEHICLES 5 '11 6
FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP
A SPECIFIC AREA AWAY FROM GUTTERS AND
STORM DRAIN SHALL BE DESIGNATED FOR FACILITY AND/OR THE TURF/LANDSCAPED AREAS.
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE.
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.
EROSION CONTROL
• EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP
AREA
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT OR HAVE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND IT TO AN ADEQUATE IMP/BMP.
BONDED FIBER MATRIX.
• NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
ALTERED
WITHOUT A PERMIT FROM THE CITY.
• DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN
ON THIS PLAN MAY
SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CONTROL MEASURES. REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. to
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM L -d
• REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL ---------- -------
BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN 4w
HYDROSEED OR
PLANT SLOPES
NATURAL GROUND IMPERVIOUS, NON-COMBUS11BLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ............
COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. ......
ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM IMMEDIATELY
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE AFTER GRADI G
• TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY
AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER t
PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT
• PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN
FILTERED
THROUGH A CITY-APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC
ACTIVITIES ARE COMPLETE. SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE HYDROSEED AND STABILIZE
WITH TURF REINFORCEMENT
• WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
ON-SITE CONSTRUCTION MATERIAL STORAGE f .............
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE 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 INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, .. ......
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED
OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY
SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. --------
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL ..................
BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL I
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE ....... ...... .........
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
• CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
BAGS HIGH (MAX.)
• NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES 2 BAGS HIGH (MIN.) 1. SET POSTS AND EXCAVATE A
2. STAPLE WIRE FENCING TO
SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. 4 BY 4 IN (10 BY 10 CM) THE POSTS. 20'MIN. PUBLIC
RIGHT-
DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN TRENCH UPSLOPE FROM AND
CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES ALONG THE LINE OF POSTS. OF-WAY
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ANY TRASH MATERIAL. =C=== I"I-111W�
• MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE PROFILE USLIC RIGHT-OF-WAY
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE NOTE: LOWER BAG ROW TO BE
RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR BURIED 6" UNDER GRADE. I F[I 1-1 1
1/2"
DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS NO SCALE EXISTIN C�U`SHED
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) GROUND
714-1195. FOR ROCK
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. GRAVEL BAG CHECK DAM 4 IN (10 CM) L
I r2OMIN.
• POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND THE SITE. 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE 00 1
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. 0.
• PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. INTO THE TRENCH. 0%*�PROVIDE APPROPRIATE
TRANSITION
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS ELM
AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. BETWEEN STABILIZED CONSTRUCTION :2
ENTRANCE AND PUBLIC RIGHT-OF-WAY 0
• ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND FILTER FABRIC
STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY STABILIZED CONSTRUCTION ENTRANCE
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE —11 I�j 11-111-1 . ...... . WIRE C/)
NO SCALE 0 LLJ
• FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS
PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. LU Ld
INLET PROTECTION = 0
Fill SILT FENCE. N
TYPICAL GRAVEL BAG 0 30 60 90 LLJ
PLACEMENT EACH _j
SCALE IN FEET Cn
INLET PROTECTION DETAIL SCALE: 1 30' <
NO SCALE
ENGINEERING :I-- �
Single Source Development Consultant =
1635 S. RANCHO SANTA FE #206 Ln
SAN MARCOS, CA. 92078
CHANGE NO. DESCRIPTION APPROVED DATE DL�;516NE Y: I DRAINN BY: CHECKED BY:
BENCHMARK SCALE SPECIAL DISTRICT APPROVAL L/ I EAW I DEL ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS
ENGINEERING SERVICES DEPARTMENT DRA%MNG N# Ev)
DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC PL S PRFPAR UNDER SUPERVISION OF RECOMMENDED- APPR SIMPLIFIED
GRADING PLAN FOR: z:
LOCAnON: IN CONCRETE SLAB FOR FIRE HYDRANT, HORIZONTAL: Vi DATE: LLJ Lj
800' 1111 THE END OF BUMANN ROAD. wK =
CARDELL HORSE STABLE 10801 — Sc;
POINT #: 1018 VERTICAL: N/A 0. 39726 MASIH MAHER PETER COTA-ROBLES 3273 RIM ROCK CIRCLE CD
0
C:\pvcuroonts ood Sv#�ngs\Admi,ist/oior\Doaktoy\B00onigos\Jvbo\7101 — CARDEU—GA1L\7101—xP03d"g Apr OJ' 2011 10:23om
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