2008-10045 (Plans) PROPERTY OWNERS:
RIGHT OF WAY NOTE: 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE STORMWATER POLLUTION CONTROL BMP NOTES
(PART A) RELATIVE TO CONSTRUCTION ACTIVITIES
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND RONALD & CATHERINE BUSICK A
S : VICINITY MAID
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE
WASHOUT 645 AMPITHEATRE DRIVE g S . S NTS
AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES, ROOTS
DEL MAR, CA 92014
DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE (858) 558-2100 C's •
FEES. IT IS THE RESPONSIBITLITY OF THE OWNER TO KNOW WHERE HIS/HER ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE WASHOUT
AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, n p s
PROPERTY LINE IS. AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER
CONVEYANCE SYSTEM OR ANY RECEIVING WATER. SITE ADDRESS: N
ORDINANCE. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. E s • '
DRAINAGE NOTE: 1660 BRAHMS ROAD S21
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE CONSTRUCTION SITE ACCESS APN: 260-264-16-00
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NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
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LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT 2 AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT LEGAL DESCRIPTION: ? H Z
PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL <
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE PANELS/PLATES. I s • rn
UTILITY NOTE: DISPOSAL OF ANY SUCH MATERIAL. LOT 'Q' IN BLOCK 85 OF CARDIFF VILLA
TRACT, IN THE CITY OF ENCINITAS, COUNTY j 5
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. B. NOTIFICATIONS CONSTRUCTION VEHICLES OF SAN DIEGO,
STATE OF CALIFORNIA, K
ACCORDING TO MAP THEREOF NO. 1469, SANTA FE DR.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE
DESIGNATED FOR CONSTRUCTION VEHICLES FILED IN THE OFFICE OF THE COUNTY RECORDER s m A
WORK TO BE DONE 7 o,
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE.
ALL MAJOR REPAIRS SHALL BE MADE OF SAN DIEGO COUNTY, AUGUST 10, 1912. 2 7
A. GENERAL BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON OFF-SITE. OWNER'S CERTIFICATE s�SI
TE
THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY J'
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION
CONTROL IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES Tb o �O
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
THERE PLANS. 7G NPM DR.
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL OWNERS X SAID UTILITIES OR STRUCTURES PRIOR PROTEOCTEDOAGA AGAINST EROSION
BY INSTALLING AEROS ON EROSIVE
RESISTANT SURFACES SUCH FASEEROS ON ESPECIALLY CONTROL MATS,
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
0
COMMENCEMENT OF WORK: ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. IT IS FURTHER AGREED THAT THE
OWNER (OR DEVELOPER) SHALL
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES,
ALTERATIONS
A. SEWERS - CSD - (760)-633-2770 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING OR ADDITIONS TO THESE PLANS
WHICH THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE
2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION - B. GAS & ELECTRIC - SDGE - (760)-438-6200 NECESSARY
AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
PROPOSED BUSICK RESIDENCE - 1660 BRAHMS ROAD, CARDIFF BY THE SEA, C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 WET WEATHER.
CALIFORNIA', PREPARED BY CTE CONSTRUCTION TESTING & ENGINEERING, INC. DATED D. TELEPHONE - SBC BELL - (760)-489-3411 1 FURTHER
AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR
APRIL 7, 2008, PROJECT #10-9448G SHALL BE CONSIDERED AS A PART OF THIS E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 SHALL PROTECT CHANNELS
AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. WITHIN EXISTING PUBLIC RIGHT-OF WITHIN 60 DAYS AFTER ISSUANCE OF THE
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE CONSTRUCTION PERMIT AND TO PURR WAY SUE SUCH
WORK ACTIVELY ON EVERY NORMAL WORKING DAY
UINTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO REMOVE EXISTING
VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO
NOT REMOVE TREES OR SHRUBS THIS PROJECT OR UNDER MY CONTROL.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION UNNECESSARILY; THEY HELP DECREASE EROSION.
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
DATE:______________
RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED (760)- 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE TEMPORARY
VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED 7
IN CONJUNCTION WITH IMPROVEMENT PLANS. SUBJECT TO REJECTION AND FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING
FAST-GROWING ANNUAL AND ��
REMOVAL. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. SIGNATURE:___-L - /1 ____------
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE / ONALD L, B I K��J� A /
GRADING. D. EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 3) PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE
EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. SIGNATURE:---
mod -?---� 1G%-V �-"
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 1 . IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RON & CATHERINE BUSICK AT WATER
USAGE FOR DUST CONTROL SHALL BE MINIMIZED. CATHERINE D. BUSICK
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR (858) 558-2100, 24 HOURS.
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION ON-SITE CONSTRUCTION MATERIAL STORAGE SOILS ENGINEER'S CERTIFICATE
EXISTING PRIOR TO GRADING. 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 STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE
TO PREVENT I, MARK B. CATLIN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK SHALL BE STOCKPILED ON SITE ON OCTOBER 1 . AT CONVENIENT LOCATIONS TO SEEPAGE
AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
ON
REGISTERED CIVIL ENGINEER OR A LICENSED LAND PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. 04/07/2008
AND FOR AN UPDATE ON .ONE COMPLETE COPY OF THE SOILS REPORT COMPILED
SURVEYOR. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE FROM THIS STUDY, WITH MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
APPROVAL OF THE ENGINEERING INSPECTOR. ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND
CERTIFY THAT THE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES
KEPT ON-SITE. STOCKPILES MAY INCLUDE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING SOIL,
PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM THE GRADING PLANS AND SPECIFICATIONS.
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING CONCENTRATED
TORMWATER STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR < �q c� s-- ��•
RAINFALL. PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE SIGNED:_
_� --SR. L�CO __
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A PERIMETER AT ALL TIMES. cNC�
- - -
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY TRAINING
RCE NO.:_4o S7J ----_CAE ZIZ9-_----__ _ __
OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
/
HOLIDAYS. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. _ EXP. DATE:_3! � AI __________________
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE �
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS FAMILIAR
WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL JOB #: 10-9448G
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A
BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST ppOFES9 `;
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND HAZARDOUS CONDITION. INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN
RESPONSIBILITIES. CONSTRUCTION TESTING & ENGINEERING, INC.
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST
1441 MONTIEL ROAD #115 MD.q� N
70 0. g1 3 E
48 HOURS IN ADVANCE BY CALLING (619) 633-2770. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN WASTE MANAGEMENT ESC
ONDIDO, CA 92026 16 ,6%3/31/11
SHALL BE INCORPORATED HEREON. PHONE (760) 746-4955 e LP 2 rvr
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
AND UNUSED CONSTRUCTION t� 9j °mac
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO CAC FOP CA 4
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. STATEMENT OF ENGINEER OF WORK
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY THE UNDERSIGNED ENGINEER AGREES THAT THE WORK
PERFORMED BY THE ENGINEER SHALL COMPLY
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF NO SEEPAGE
FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BEANS/DIKES SHALL BE PLACED AROUND WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE
OR
EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S
SHALL BE CHECKED FREQUENTLY FOR LEAKS. PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT BUT PRIOR FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH DUMPSTER
LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS,
TO THE EXTENT
TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY AND AS GRADED RAINFALL. STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS
IN ORDER TO AVOID RAIN CONTACT WITH ANY THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR
CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. TRASH MATERIAL. - REVIEW PERFORMED BY THE
CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
10045-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED SAN DIEGUITO WATER DISTRICT NOTES: PREPARED BY THE
ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN . THIS MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS,
VEHICLE FLUIDS, BROKEN ASPHALT SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE
1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED.
NON-RECYCLABLE MATERIALS MUST BE TAKEN
STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER AG OF
RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE
REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE.
FOR INFORMATION ON DISPOSAL OF ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL
FREE AT (800) 714-1195. FOR INFORMATION AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OF THIS PROJECT. ON LANDFILLS AND TO ORDER DUMPSTERS CALL
EDCO AT (760) 436-4151. NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES
OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE
ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE V)AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES.
HE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND WORK PERFORMED BY THE ENGINEER. -
SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED.
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ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE
ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER THE SITE.
THAT ILL MA OBSERVATIONS AND TESTS WERE MADE R HIM OR UNDER HIS SUPERVISION AND MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO
CROSS PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL BY: DATE: (,� ®?® ®Q V) n N
THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS _ _______ _______________ ________1_ z o
THEIR INTENDED USE. DISTRICT. SURFACES.
RICHARD E. ATTER, JR. S rn n
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CONTRACTOR AND OWNER ARE RESPONSIBLE I
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 0 E E ESPO S BLE TO RELOCATE AND/OR ADJUST TO ALL CONSTRUCTION DEBRIS
SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST VON REITER GROUP � .C.SS! Z �
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL GRADE ANY EXISTING WATER FACILITY (FIRE HYWNT, METERS, VALVES, VALVE BOXES, ROUTINELY
CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE P Nq
SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ) (� 11 1 10 NEGLEY AVENUE Q
6 h141 w o 10
ETC. WHICH IS AFFECTED BY THEIR PR JECT Att. AFFECTED WATER FACILITIES MUST SAN DIEGO, CA 92131 �,y
T�q'y w 0000
ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY MEET CURRENT SAN DIEGUITO WATER DATRICT , TANf�ARDS IF FACILITIES DO NOT MEET FOR
MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT cYY � ' Z w `�
\,< PHONE (858) 232-4580 s o
Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL STANDARDS THEY SHALL BE UPGRADED-,TO CURRENT STANDARDS AT THE OWNERS THE ENGINEERING
DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. `` CA RCE 68281 Nm68281 w z X
MEASURES HAVE BEEN INSTALLED. EXPENSE.
s' "':j Expires 11/31/2009 * EXPB•30.2=
ENVIRONMENTAL DATA 5; N I
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL 4. UTILITIES TO MAINTAIN MINIMUN 5-FEET SEPARATION"' WHEN PARALLELING WATER
1) STEEPEST EXISTING NATURAL SLOPE ON-SITE = 39 �� A S BUILT �T� CIVIL 4��P U I o
BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER SERVICES. 2) MAXIMUM VERTICAL DEPTH OF CUT = 10'
OFCAU�O w rA
AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE c 3) MAXIMUM VERTICAL DEPTH OF FILL = 0'
I z �
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS 5. MINIMUN HORIZONTAL SEPARATION OF`'1. -FEAT REQUIRED BETWEEN FIRE HYDRANTS
� � L� L
Q . 4) AVERAGE DEPTH OF CUT = 10 FT _ o
SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS AND SAN DIEGUITO GAS AND ELECTRIC VAUL`fS-;*i-. 5) AVERAGE DEPTH OF FILL
0 FT " �6
SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A oe CE GF�L81 IMPERVIOUS AREA: o
N
6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER fo y_0411110 EXP. ` 3e t•'' 3 DATE SUSMP
BMP Project Status:
MINIMUM OF A PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EARTHWORK: e IMPERVIOUS AREA PRIOR TO
CONSTRUCTION: 2400 SQ FT rr _j 00
PLACE. SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. CUT