2006-187 G (Plans) F i
PARCEL 1 PARCEL 2
RIGHT OF BAY 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 OWNER• OWNER•
SITE ADDRESS:
SMOOTH SURFACE AND UNIFORM CROSS SECTION, THE SLOPES OR EXCAVATION AND 1060 URANIA AVE.
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING EMBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE WASHOUT
JOHN NORTH V HARRY &MOUNTAIN PETERSEN
759 NORTH VULCAN 257 S. MOUNTAIN VIEW ENCINITAS, CA 92024
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES,
ENCINITAS, CA 92024 BISHOP, CA 93514 APN:254-363-04
WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE ROOTS AND OTHER WASTER MATTER EXPOSED OR EXCAVATION. OR EMBANKMENT SLOPES CONTRACTOR
SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE (760) 390-7144 (760) 873-8871
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE WASHOUT
AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
KNOW WHERE HIS/HER PROPERTY LINE IS. TOE 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. LEGAL DESCRIPTION:
ORDINANCE, CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
DRAINAGE NOTE:
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE CONSTRUCTION SITE ACCESS PORTION OF LOT 34
OF HILLSIDE ACRES, IN THE � W
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO THE MAP THEREOF N0. 1992, FILED IN 1N �
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT 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 THE OFFICE OF THE RECORDER OF SAN DIEGO r
2 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 LA ETA
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE PANELS/PLATES. COUNTY, JANUARY 25, 1927.
UTILITY NOTE: DISPOSAL OF ANY SUCH MATERIAL.
OWNER'S CERTIFICATE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND, B. NOTIFICATIONS CONSTRUCTION VEHICLES
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 HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
WORK TO BE DONE 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 OR G GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE Z
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON OFF-SITE, OVER ALL GRADING ACTIVITY AND ADy�SE
ON THE COMPACTION
,
AND STABILITY OF THE SITE.
A. GENERAL THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION CONTROL DATE:-- 6 �
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE fff - - --------------------
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN THE WORK SITE. IT I THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL
BE / AtT
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF PROTECTED
AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, SIGNATUR _ T cc '
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
9 ANDY'
COMMENCEMENT OF WORK; JOHN 0
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR - ro
S
A. SEWERS - CSD - (760)-633-2770 � TE
INSPECTION. B. GAS & ELECTRIC - SDGE - (760)-438-6200 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING SIGNATURE:_ 'COY
WET WEATHER. �--- - - -�----�----
HARRY PETERS N _
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION, RESIDENTIAL C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 I.
EUCADU BLw.
DEVELOPMENT, 1060 URANIA AVE, APN 254-363-04, ENCINITAS, CALIFORNIA", D. TELEPHONE - SBC BELL - (760)-489-3411 DIVERSION DIKES SHALL BE CONSTRUCTED
TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SIGNATURE:
FOR THIS PROPERTY PREPARED BY GEOTECHNICS INCORPORATED DATED APRIL E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 SHALL PROTECT CHANNELS
AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. SONDRA PETERSEN
- -- - - ---------�
EN 111
01 , 2005, PROJECT N0. 1026-001 -01 SHALL BE CONSIDERED AS A PART OF g
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE 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
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 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 SOILS ENGINEER'S CERTIFICATE
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: UNNECESSARILY;
THEY HELP DECREASE EROSION. I, , A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN (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 THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING
AND STUDY OF THE
STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL SUBJECT TO REJECTION AND FOR EROSION CONTROL PURPOSES. EROSION SHALL
BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON
BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. REMOVAL. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 4-01 -05.
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE D. EROSION CONTROL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE
EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE, HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE
GRADING. SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
1 . IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN LOZITO AT WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. SPECIFICATIONS,
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO (760)-390-7144, 24 HOURS. ______
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING ON-SITE CONSTRUCTION MATERIAL STORAGE SIGNED:__ _
GEOTECHNICS INORPORATED
9245 ACTIVITY ROAD, STE. 103
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
5 6 aa, _ SAN DIEGO, CA 92126
EXISTING PRIOR TO GRADING. TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS STORED MATERIALS SHALL BE CONTAINED
IN A SECURE PLACE TO PREVENT RCE NO.: =_____10 ___________
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 . AT CONVENIENT LOCATIONS TO SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS I�
- (858) 536-1000
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. WHERE
Th EY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL EXP, DATE:____ __ _______ _
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE.
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE JOB
#:1026-001 -01 or
SURVEYOR. APPROVAL OF THE ENGINEERING INSPECTOR. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES
MAY INCLUDE TOPOGRAPHY:
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 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 TOPOGRAPHY WAS OBTAINED BY FIELD METHODS PREPARED BY:
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING CONCENTRATED
STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND RAINFALL. SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY
SEDIMENT BARRIER AROUND THE PERIMETER AT pASCO ENGINEERING, INC.
REGULATIONS. ALL TIMES.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY N, HIGHWAY 101 , SUITE A
SOL ANA BEACH CA 92075
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR TRAINING
OL ,
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE, (858) 259-8212
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS
SHALL BE TRAINED TO BE
RECOGNIZED HOLIDAYS. 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 STATEMENT OF ENGINEER OF WORK
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
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAZARDOUS CONDITION. INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS
AND THEIR OWN RESPONSIBILITIES, THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES
OF THE ENGINEER'S TRADE OR
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN WASTE
MANAGEMENT PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT SHALL BE INCORPORATED HEREON, ACCORDANCE WITH
THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT
LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR
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 REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. THE CONVEYANCE SYSTEM
IS STRICTLY PROHIBITED. PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO SUFFICIENCY OR ADEQUACY OF THE PLANS OR
DESIGN AND IT THEREFORE DOES NOT RELIEVE THE
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF NO
SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS
BASED THEREON. THE
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND 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. ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND
ITS OFFICERS,
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE FORTY PERCENT (407), SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH DUMPSTER
LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING
SOLELY FROM THE
HAULING OPERATION. RAINFALL. STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ANY NEGLIGENT ACTS, ERRORS, OR S OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES
TRASH MATERIAL. ACTING WITHIN THE COURS F96 F SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE
11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT SAN DIEGUITO WATER DISTRICT NOTES: WORK PERFORMED
BY TH q�
PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY AND MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS,
VEHICLE FLUIDS, BROKEN ASPHALT �Q E D` T
AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: *THE GRADING UNDER 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 ,Cc J" �Ca 3'`•
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 `-' a 56 91 z T} DATE: 2 oG Z�
PERMIT N0. 187-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS
BY' w
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800)
714-1195. FOR INFORMATION - - ------- ---=--
PLAN", THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THIS PROJECT. ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT
(760) 436-4151 . PAUL E. ROT * '
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. S�q Civil-
POLLUTANTS 2, ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE POLLUTANTS SHALL BE KEPT OFF EXPOSED
SURFACES, PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND TRIAD/HOLMES ASSOCIATES TFOF CAO
CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED,
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER
THE SITE. PAUL E. R 1570
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS P.O.
BOX 1570
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY
FOR LEAKS. CONTRACTOR SHALL MAMMOTH LAKES, CA 93546
UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM
STORMDRAIN INLETS ON PERVIOUS TELEPHONE N0. (760)-934-7588
DISTRICT. SURFACES. 'ZON
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON RCE NO.: C56891 - cv 't
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS EXP. DATE: 6-30-07 OL E. gar&-A.J RAF S4sc°
n M
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO ALL
CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST cv rn
OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ROUTINELY
CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE EARTHWORK NOTES: a
!NTENDED USE. ETC.) WHICH IS AFFECTED BY THEIR PROJECT, ALL AFFECTED WATER FACILITIES MUST U
MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND
REQUIREMENTS PLEASE CONTACT FILL: 273 CY
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S THE
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770, CUT: 1,103 CY Y
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL EXPENSE, EXPORT: 830 CY g
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR ENVIRONMENTAL DATA THESE QUANTITIES ARE FOR THE GRADING
PERMIT ONLY. THEY DO NOT INCLUDE ANY v' x
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT 4. UTILITIES TO MAINTAIN MINIMUM 5-FEET SEPARATION WHEN PARALLELING WATER 1
) STEEPEST EXISTING NATURAL SLOPE ON-SITE = 2:1 w r
ADJUSTMENTS FOR SHRINKAGE, ROCK LOSS, STRIPPING, FOUNDATION AND TRENCH SPOILS, O
EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT SERVICES, 2) MAXIMUM VERTICAL DEPTH OF CUT = 9' COMPACTION
AND CONSOLIDATION OR OVEREXCAVATION. THE CONTRACTOR SHALL MAKE AN 2
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3) MAXIMUM VERTICAL DEPTH OF FILL = 4' INDEPENDENT QUANTITY
TAKEOFF AND BASE HIS BID ON QUANTITIES SO CALCULATED. O a
5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS 4) AVERAGE DEPTH OF CUT = 1 ,103 C,Y./6,951 S.F. x 27 = 4.28 FT
Qm
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL AND SAN DIEGUITO GAS AND ELECTRIC VAULTS, w
5) AVERAGE DEPTH OF FILL = 273 C.Y./2,589 S.F. x 27 = 2.85 FT ro
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL IMPERVIOUS AREA w r°. 'n
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
Lo
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING, EARTHWORK:CUT
= 1 ,103 C.Y. FILL = 273 C.Y. PARCEL 2 IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0,000 SO FT ox n
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM FORM- EXPORT = 830 C.Y. IMPERVIOUS AREA AFTER
CONSTRUCTION: 13,402 SQ FT mm°'
ATIONAL MATERIAL, THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF INCREASE IN IMPERVIOUS AREA; 13,402
SQ FT o
12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT, IT SHALL REMEDIAL = AS DIRECTED BY QUALIFIED SOILS ENGINEER
EE o to
BE THE CONTRACTORS RESPONSIBILITY TO PLACE. SPREAD, WATER AND r a
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS PLANNING & BUILDING PARKS & RECREATION
NoText
NoText
NoText
NoText
NoText