2004-1509 G (Plans) WORK TO BE DONE C. GRADING E. HYDROSEED
A. GENERAL 1 ALL GRADING SHALL BE OBSERVED AND TESTED BY A 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE
.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE QUALIFIED SOILS ENGINEER OR UNDER HIS /HER GRADED 6:1 (HORIZONTAL TO VERTICAL) OR
STEEPER WHEN THEY ENVIRONMENTAL DATA
IR TION. HE/SHE SHALL OBSERVE AND TEST THE : - _
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC D EC ARE: 1)_ STEEPEST EXISTING NATURAL SLOPE ON SITE
16 g;
WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS.
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE
DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS,
UNLESS 2) MAXIMUM VERTICAL DEPTH OF CUT 3.0'
BLVD
CHANGES OR REVISIONS! THERE FROM SHALL BE APPROVED DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. SLOPE IS NOT SUBJECT TO EROSION DUE TO
THE LEUCADIA 3) MAXIMUM VERTICAL DEPTH OF FILL = 5.5'
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL EROSION RESISTANT CHARACTER OF THE MATERIAL
AS BEACONS
INSPECTION. STATE THAT OBSERVATIONS AND TESTS WERE MADE BY APPROVED BY THE CITY ENGINEER. BEACH 4) AVERAGE
DEPTH OF CUT = 150 C.Y. X 27
HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN
2. THE SOILS REPORT TITLED PRELIMINARY SOILS INVESTIGATION T
4 J
FOR PARCELS 2 do 3 OF PM 16945 HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE
SOIL < z PUE = 4,050 C.F. = 2.0 FT.
AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED , 000 S.F.
PREPARED BY HL ENGINEERING &SURVEYING DATED APRIL WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GROWTH. 9Z Q ST 2
29. 2003 SHALL BE CONSIDERED AS A PART OF THIS GRADING GRADING PLANS AND THAT ALL EMBANKMENTS AND
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING UNION Z
SITE 5) AVERAGE DEPTH OF FILL 350 C.Y. X 27
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH ST
THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED A. SEED MIX SHALL CONSIST OF NO LESS
THAN: 2 = 9,450 C.F. = 3.2 FT.
SAID REPORT. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT UN UNION
3,000 S.F.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE 1. 20 LBS. PER ACRE OF ROSE
CLOVER A =� NI ST
WATER R N D AVOID DAMAGE TO ADJOINING PROPERTIES OR 2. 20 LBS. PER ACRE OF ZORRO FESCUE
OF SIZES, LOCATION AND TYPE OF DRAINAGE NOR OF IMPROVEMENTS WITHIN STREET TO FINISHED WORK ON THE SITE AND SHALL TAKE 3. 3 LBS. PER
ACRE OF E SCHOOL CIA CALIFORNICA PACIFI � � EARTHWORK:
FACILITIES
REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY 4. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA OCEAN
RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE 5. 3 LBS. PER ACRE OF ALYSSUM (CARPET
OF SNOW)
THESE SHALL BE REQUIRED IN CONJUNCTION NTH Z > CUT = 150 C.Y.
WI
IMPROVEMENT PLANS. AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 6. 1 /2 LB. PER ACRE OF DIMORPHOLECA `
7. ITEMS C,D,E, AND F OF THIS SUBSECTION MAY BE r FILL = C.Y.
A AREAS TO BE FILLED SHALL BE PREPARED TO BE N WHERE THE AREA BEING N
3. ALL OMITTED ON LOCATIONS x IMPORT = 200 C.Y.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH HYDROSEEDED IN NOT VISABLE FROM EITHER
A PUBLIC y <
OFF -SITE GRADING. STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND STREET OR RESIDENTIAL STRUCTURES. �` N EXPORT
= 0 C.Y.
OBJECTIONABLE MATERIALS SHALL BE REMOVED BY THE 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED ENCINITAS
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS WITH A NITROGEN FIXING BACTERIA AND
APPLIED DRY REMEDIAL QUANTITY = 425 C.Y. AND BOND
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL EITHER BY DRILLING OR BROADCASTING BEFORE
MOONLIGHT S9
GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE HYDROSEEDING BEACH
SHALL BE REPLACED OR REPAIRED TO CONDITION EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" 9. ALL SEED MATERIALS SHALL BE TRANSPORTED
TO THE OWNER'S CERTIFICATE:
EXISTING PRIOR TO GRADMG. AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT JOB SITE IN UNOPENED CONTAINERS WITH THE
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE I (WE) HEREBY CERTIFY
THAT A REGISTERED SOILS ENGINEER OR
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY SPREAD, WATER AND COMPACT THE FILL IN STRICT CERTIFICATION TAG ATTACHED TO, OR PRINTED
ON - GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR ACCORDANCE WITH SPECIFICATIONS. GRADING AND ADVISE ON THE COMPACTION
AND STABILITY OF
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY SAID CONTAINERS.
TO 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO
A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED VICINITY MAP THE
HYDROSEED SLURRY AT THE DISCRETION OF
SURVEYOR. FINISH GRADE TO PRODUCE SMOOTH SURFACES AND THE THE
UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS CONTRACTOR. DATE:
NOT TO SCALE JIM E
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND 24 VIEDO AVENUE
MAINTAIN ALL SAFETY DEVICES, INCLUDING�FIORING, TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND B. TYPE 1 MULCH APPLIED AT THE RATE OF NO
LESS THAT 2,000
AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, LBS. PER ACRE. TYPE 6 MULCH (STRAW)
MAY BE CA SBAD, CA. 92009
LOCAL, STATE AND FEDERAL SAFETY AND HEALTH ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY
APPLIED WEN (7 436 -5019
FIBER MATERIAL. EN STRAW IS USED IT MUST BE ANCHORED
STANDARDS, LAWS AND REGULATIONS. OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 509
LEGEND
LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE OF THE STRAW INTO THE SOIL ITEM SYMBOL DATE: S�
8. GRADING AND EQUIPMENT OPERATING WITH114 ONE -HALF TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
(1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY ACCORDANCE WITH THE GRADING ORDINANCE. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE,
CUT SLOPE (2:1 MAX.) RIC SNYDE
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE 16 -20 -0, WITH 15% SULPHUR APPLIED
AT THE RATE OF 500 FILL SLOPE (2:1 MAX.) DATE: �� 0
P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE LBS. PER ACRE.
CITY RECOGNIZED HOLIDAYS. DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS LINDA SNYDER
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO WATERCOURSE
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A HYDROSEEDING BY: EXISTING CONTOUR �
704 --�
PRE - GRADING MEETING HAS BEEN HELD ONSITE WITH THE NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY STATEMENT OF ENGINEER
OF WORK
DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL A. ROUGHENING 111E SURFACE TO BE PLANTED BY ANY OR A PROPOSED GRADE
�- 704 ��
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL COMBINATION OF:
The undersigned engineer agrees that the work performed by the engineer sha ll
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND BE SECURED FROM THE SOILS ENGINEER AND CITY
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH 1. TRACK WALKING SLOPES STEEPER THAN 6:1. APPROXIMATE CUT /FILL LINE ���r comply
with the generally accepted standards and practices of the engineer's
PERMITTEE. THE PREGRADE MEETING SHALL BE MATERIAL.
PROPERTY LINE trade or profession. The engineer further agrees that the work performed
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
2. RIPPING AREAS THAT WILL NOT BREAK UP USING herein shall be in accordance with the rules and regulations
required by the
ADVANCE BY CALLING (760) 633 -2770. ITEM "A" ABOVE. _ - - - - -
EASEMENT LINE City of Encinitas. The engineer agrees that any plancheck or review performe
D. EROSION CONTROL
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR by the City of Encinitas in its capacity as
a public entity for the plans
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RETAINING WALL
prepared by the engineer is not a determination by the City of Encinitas of the
ANY PROPOSED CONSTRUCTION SITE WITHIN THIS JIM E SH AT ( 76 � 436 -5019
_ _ - PLANTING BY: technical sufficiency ad p or or ade ac of the p lans desig
and it therefore does
� g"
PROJECT. THE DEVELOPER SHALL SUBMIT TO AND 24 HOURS A DAY 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE CENTERLINE
not relieve the engineer of responsibility for the plans or design of
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE A DAMP BUT NOT SATURATED SEED BED improvements based thereon.
The engineer agrees to indemnify and hold
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE EXISTING 4" SEWER LATERAL
-SL SL - harmless the City of Encinitas and its officers, agents, and employees from
WITH ALL CONDITIONS AND REQUIREMENTS THE CITY MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 2. THE ADDITION OF SOIL AMENDMENTS,
PH I property damage or bodily injury arising solely from the negligent acts, errors,
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT ADJUSTMENT LEACHING OR COVERING SALINE
SOILS J
OPERATION. CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TO PROVIDE VIABLE CONDITIONS FOR GROWTH. PROPOSED SEWER LATERAL
or omissions d the engineer and his agents m employees acting within
WHEN RAIN IS IMMINENT. PER SDRSD S -13 the course and scope of such agency and employment and arising
out of the
TEMPORARY DEVICES COMPLETION 5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS EXISTING CLEANOUT CO
11. UPON FINAL COMP OF THE WORK UNDER THE SL - � work performed by engineer.
LE ION TO FINAL GRADING APPROVAL 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED
OR, FOR
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL PER SDRSD S -3
GRADING PERMIT B UT- P RIOR
B Date:
AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES THE PROJECT IS COMPETED AND ALL
SECURITY RELEASED. PROPOSED 1" WATER SERVICE W � Y
HERALD R. LAN S
CERTIFICATION SHALL BE PROVIDED STATING: "THE TO WORKING ORDER TO THE SATISFACTION OF THE CITY EXISTING 3/4" WATER METER
GRADING UNDER PERMIT N0. HAS BEEN
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL SAN DIEGUITO WATER DISTRICT NOTES DRAINAGE
SWALE (1% MIN.) RCE No: 33220 EXP. DATE: 6 -30 -os
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL (PER CALTRANS SS
-9)
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE 1. REVIEW OF THIS PLAN BY SAN
DIEGUITO WATER DISTRICT DOES NOT
S. S ES COONDINDI
BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER TO AN INCOMPLETE GRADING OPERATION OR UNFORSEEN CONSTITUTE A REPRESENTATION AS TO THE ACCURACY
OF, THE SILT FENCE (PER CALTRANS SC - 1) 15 525 ENG IN EE RING AND SURVEYING
1 S. ESDO BLVD., 81'E A
WHO CERTIFIES SUCH GRADING OPERATION. CIRCUMSTANCES WHICH MAY ARISE. LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY GRAVEL
BAGS (2' HIGH MIN.) ESCONDIDO, CA. 92025
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF (PER CALTRANS
SC -6) Phone: (760) 741 -0533
B. NOTIFICATIONS NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO THIS PROJECT. STABILIZED CONSTRUCTION Engineers
Job No. 5422
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS 2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE ENTRANCE (PER
CALTRANS TC -1)
1. THE EXISTENCE AND LOCATION OF UNDERGROUND CONDITION. CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE
UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN VEGETATION STABILIZATION
PER SS -4 SOILS ENGINEERS CERTIFICATE
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED 10 FEET OF PROPOSED WATER MAINS
SHALL BE SHOWN ON IMPROVEMENT PHYSICAL STABILIZATION PER SS -7
TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING GRADING PLAN SHALL BE INCORPORATED HEREON. PLANS. ELECTRICAL AND SEWER TO CROSS UNDER
WATER MAINS UNLESS I, HERALD R. LANTIS A REGISTERED CIVIL ENGINEER IN THE STATE
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, 8. GRADED AREA AROUND THE PROJECT PERIMETER MUST DRAIN AWAY GIVEN WRITTEN PERMISSION BY SAN
DIEGUITO WATER DISTRICT. B FOR SWPC, SEE NOTE PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
BEELL WALE /AREAS OW AND DETAIL SHEET 2 � � � � � � � ' OF CALIFORNIA,
FROM THE FACE OF SLOPE AS THE CONCLUSION OF EACH WORK MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
OF THE
HOWEVER:
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DAY. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BE ME OR UNDER MY
ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, DIRECTION ON APRIL 2003 . ONE COMPLETE
COPY OF THE SOILS REPORT
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE VALVES, VALVE BOXES, ETC.)
-WHICH IS AFFECTED BY THEIR PROJECT. COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY ALL AFFECTED WATER FACILITIES MUST
MEET CURRENT SAN DIEGUITO TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID RAIN PROBABILITY FORECAST EXCEED FORTY PERCENT (409). WATER DISTRICT STANDARDS. IF FACILITIES
DO NOT MEET STANDARDS, THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR SILT AND OTHER DEBRIS SHALL REMOVED AFTER EACH RAINFALL NOTE:
VERIFICATION AND LOCATION-0F UTILITIES AND LOCATION OF THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE AREAS FOR STORM
WATER POLLUTION IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE OWNER'S EXPENSE. GRADING PLANS AND SPECIFICATIONS.
UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK;
EFFECTIVE COVERAGE OF GRADED SLOPES (909 COVERAGE) PRIOR 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING CONTROL
(SWPC) NOT TO BE MODIFIED
A. SEWERS - CITy of .Ev40N (760) 653 2710 TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH WATER SERVICES WITHOUT PERMIT
FROM THE CITY HL ENGINEERING AND SURVEYING
B. GAS do ELECTRIC - S.D.G.& E. 1-(800) 227 -2600 PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION �^
C. WATER - SAN DIEGUITO WATER DISTRICT (760) 633 -2709 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF 5. MINIMUM HORIZONTAL SEPARATION
OF 10 FEET REQUIRED BETWEEN FIRE NOTE �oQr
D. TELEPHONE - PAC BELL 1 - (800) - THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS.
IF BLASTING IS REQUIRED A PERMIT MUST
BY: DATE:
E. CABLE TV - DANIEL'S CABLE (760) 931 -7000
(760) 806 -9809 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND FIRST BE OBTAINED FROM THE ENCINITAS
HERALD R. LANTIS
COX CABLE
F. UNDERGROUND SERVICE ALERT (760) ) - 980 33 ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE FIRE DEPARTMENT R.
C.E. N0: 33220
PARCEL THEY ARE SERVING.
EXP. DAIS: 6 -30 -06
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE PLAN G AND BUILDING DEPARTMENT
48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS APPROVE ADDRESS: 1525 S. ESCONDIDO BLVD., #A
PROJECT. PHONE: (760) 633 -2770. ESCONDIDO, CA. 92025 SITE.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS F FOR STORWATER POLLUTION CONTROL NOTES BY: PHONE NUMBER:
(760) 741 -0533 521 OCEAN VIEW AVENUE
FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK �A R R. SEE SHEET 3 JOB NUMBER: 5422 ENCINITAS,
CA. 92024
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE �`�'��yF yc DATE: S y
SUBJECT TO REJECTION AND REMOVAL. w Z
Cr Ex° &30-06 ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT NOTE
J'11l C/Vi� N\ THE QUANTITIES OF CUT/FILL SHOWN HEREON WERE CALCULATED ENGINEERING
FpFCAL�FOp REVIEWED REVI USING REASONABLE ENGINEERING METHODS. THE QUANTITIES & SURVEYING
ESTIMATED ARE FOR USE IN CALCULATING THE FEES AND BONDS
By: BY: REWIRED BY THE PUBLIC AGENCY, NOT TO BE USED FOR JOB
D
BIDDING PURPOSES. ACTUAL WANTITIES MAY VARY DUE TO 1525 S. ESCONDIDO BLVD., STE A
DATE: `� DATE - SHRINKAGE OR SWELL FACTORS AND THE RECOMMENDATIONS OF ESCONDIDO, CA 92025
SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNED A SITE SPECIFIC SOILS REPORT. PHONE (760) 741 -0533
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY O F ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO.
DESCRIPTION 2 1/4 IN CADT DISK, CALTRANS CONC L PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO D GRADING
AND EROSION CONTROL PLAN FOR:
STRUCTURE STAMPED 5 -42.71 1999 DATE :` - 15 0 9 - G
LOCATION: 16.4' EAST OF END OF SIDEWALK HORIZONTA 1 " =20'
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