1997-5197 G (Plans) GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE G RA DI N G Y Y O R K TO BE DONE
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA u FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD
REGIONAL STANDARD DRAWINGS. ANY CHANGES OR FOR THE LEGAL DESCRIPTION SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS
REGIONAL STANDARDS COMMITTEE
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY 2 -108 BEING A SUBDIVISION OF THE WEST HALF OF THE NORTHWEST CONSTUCTION
(ADOPTED BY THE SAN DIEGO ).
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
MINKS SUBDIVISION T M N O. 9 13 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, CITY OF QUARTER OF THE SOUTHWEST
QUARTER OF SECTION9, TOWNSHIP AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION).
2. THE SOILS REPORT TITLE GEOTECHNICAL INVESTIGATION,
PROPOSED EIGHT LOT SUBDIVISION, RANCHO DE MAYO, D. GRADING E. LANDSCAPING ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
IMPROVEMENTS SDRSD N O. SYMBOLS QUANT
TM -89 -109, SAN DIEGO COUNTY, CALIFORNIA, 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED
IN OWNER/DEVELOPER
DATED: FEB 12, 1990 QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE ACCORDANCE WITH PLANS APPROVED BY THE CITY
SUBDIVISION BOUNDARY LINE
PREPARED BY: SOUTHERN CALIFORNIA SOIL AND TESTING, INC., MERLE E. MINKS - ATTORNEY IN FACT
SHALL OBSERVE AND TEST THE EXCAVATION, PLACEMENT ENGINEER. PLANS SHALL CONFORM TO THE CITY OF
CONSIDERED AS A PART OF THIS
6280 RIVERDALE STREET, SAN DI EG O , CALIF AN . SHALL BE AND COMPACTION OF FILLS AND BACKFILLS AND ENCINITAS GRADING ORDINANCE AND ALL
ADOPTED 22772 VIA BARCELONA PROPERTY LINE
S GRADING PLAN. COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS LANDSCAPE AND IRRIGATION STANDARDS. SO LAGUNA, CA 92677
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE REPORTS AS REQUIRED AND WILL DETERMINE THE PHONE: (714) 499 -4212 CENTERLINE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID -
REPORT. SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 2• FINISHED GRADING AND PLANTING SHALL BE
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER i OR PREPARED BY EXISTING
CONTOURS
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION IMMEDIATELY UPON COMPLETION OF
ANY SLOPES GRADED SAN DIEGUITO ENGINEERING, INC
, . -/
AND THAT IN HIS OPINION ALL EMBANKMENTS AND BETWEEN OCTOBER 1 AND APRIL 15 PROPOSED CONTOURS
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, 4407 MANCHESTER AVE.
NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. EXCAVATIONS WERE CONSTRUCTED 1N ACCORDANCE WITH F EROSION CONTROL SUITE 105
54,gS "
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE THE APPROVED GRADING PLANS AND THAT ALL ENCINITAS, CA 92024 PROPOSED
FLOWLINE ELEVATION
1. IN CASE EMERGENCY WORK IS REQUIRED
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR CONTACT MERLE PHONE: (760) 753 -5525
54 .75
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -
THEIR INTENDED USE. JOE CORDOVA (760) 436 -7393 PROPOSED SPOT ELEVATION
SITE GRADING. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL
CUT SLOPE (2:1)
5. CONTRACTOR SMALL TAKE ANY NECESSARY PRECAUTIONS SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT BE MADE AVAILABLE AT ALL TIMES DURING THE
RAINY FAND TE: V V
THE 8" SEWER MAIN V
PONDING OF WATER. HE SHALL CONTROL SURFACE WATER SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED THE CONSTRUCTION OF
FILL SLOPE 2:1
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO ON SITE AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CITY OF ENCINITAS SEWER IMPROVEMENT ( )
GRADING OPERATIONS. ANYTHING DAMAGED OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
ING NO. CS -244
DESTROYED SHALL BE REPLACED OR REPAIRED TO MEASURES TO PREVENT EROSION OF FRESHLY GRADED IMMINENT. ARED BY SAN DIEGUITO ENGINEERING CURB
& GUTTER - ROLLED G -4 2,429 LF
EXISTING CONDITIONS PRIOR TO GRADING. AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED
OR FOR THE CONSTRUCTION OF THE 8 TYPE ° B" BROW DITCH (MOD) D -75 �a 320 LF
MODIFIED WITHOUT APPROVAL OF THE ENGINEERING SEE O.M.W.D. WATER IMPROVEMENT PLAN
SEE DETAIL SHEET 4
MONUMENT S BENCH MARK WHICH IS DISTURBED OR 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED INSPECTOR. NO. SD -001-
446 -01 18" RCP STORM DRAIN PIPE D -60
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A - '" - - " - - - 68 LF
AND FILL SHALL BE PLACED IN ACCORDANCE WITH PREPARED BY SAN DIEGUITO ENGINEERING - - _ - - - -
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND 4. THE CONTRACTOR SHALL RESTORE ALL
EROSION CONTROL 24" RCP STORM DRAIN PIPE D -60 - - - - - - - - -
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE ABOVE REFERENCED UTILITIES AND
EASEMENTS
_ _ _
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS CITY ENGINEER AFTER EACH RUN -OFF PRODUCING
RAINFALL. SHOWN ON THESE PLANS ARE FOR REFERENCE TYPE "B -2" CURB INLET D -2 TYPE F CATCH BASIN - 5¢ LF
2
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE ONLY. ""
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, REMOVED TO SUITABLE FIRM NATURAL GROUND. THE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL
EROSION D - ❑o 2 EA EA
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS,
LAWS AND REGULATIONS. EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 AND CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
STABILIZED CONSTRUCTION ENTRANCE THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR GRAVEL
BAGS 1 EA
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE.
40' (PRIVATE) 900 EA
(1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL WATER AND COMPACT THE FILL IN STRICT ACCORDANCE
NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND WITH SPECIFICATIONS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 6.5'
1.5 12' 12' .5' 6.5'
7 :30 AM NOR ON SATURDAYS, SUNDAYS AND CITY NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS AC PAVING
RECOGNIZED HOLIDAYS. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO ONTO AREAS WHEN IMPOUNDED WATERS CREATE A 26,6
00 SF
10' 10'
FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND HAZARDOUS CONDITION.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS
GRADING MEETING HAS BEEN HELD ONSITE WITH THE AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER
THE
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL 6" THICK CONC CROSS-GUTTER "+ ::+,
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND APPROVED GRADING PLAN SHALL BE INCORPORATED
ER 120 SF
E •.1a
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND , :,... •...
LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, HEREON.
PERMITTEE. THE PRE -GRADE MEETING SHALL BE ROOTS AND OTHER WASTE MATTER EXPOSED OR RIP -RAP, (TYPE 1) D
-40 4 C.Y.
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE 8• GRADED AREAS AROUND THE PROJECT
PERIMETER MUST AC STRUCTURAL MIN. a AC OVER CURB & GUTTER - ROLLED
BY CALLING (760)633 - 2770. TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION SECTION
PER SOILS 6" CLASS II BASE PER SDRSD NO. G-4
OF EACH WORK DAY. INVESTIGATIONS PER CITY OF ENCINITAS (TYPICAL BOTH SIDES)
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ROAD STANDARDS
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER ACCORDANCE WITH THE GRADING ORDINANCE.
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN RURAL LOCAL
60' (PRIVA
FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE PLACE AT THE END OF EACH WORKING
DAY WHEN THE FIVE TYPICAL STREET SECTION -
ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS
FORTY 14' 2.5' 1.5" 12' 12' ' '
WITH REGARDS TO THE HAULING OPERATION. DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO PERCENT (40 %). SILT AND OTHER DEBRIS SHALL
BE FROM STATION 14 +61.44 TO CUL -DE -SAC •6 4 t2.5
NOT TO SCALE NOTE;
LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT REMOVED AFTER EACH RAINFALL. ALL SURFACE CONCRETE SHALL
lO' 10'
11. UPON FINAL COMPLETION OF THE WORK UNDER THE AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. TRAFFIC INDEX 4.5 BE
COLORED "YOSEMITE BROWN"
GRADING PERMIT BUT PRIOR E FINAL GRADING APPROVAL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO (DAMS COLORED)
USING 21be. OF
AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO COLOR PER 94lbs
CEMENT.
CERTIFICATION SHALL BE PROVIDED STATING: THE DISPOSAL OF ANY SUCH MATERIAL. PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% FIRE
CURING SHALL BE IN ACCORDANCE
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED
COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE DEPARTMENT NOTE WITH DAVIS COLORS SPECIFICATIONS.
"THE GRADING UNDER PERMIT N0.132vSz_ HAS BEEN STABILIZED WITH PUNCHED STRAW INSTALLED IN "NO PARKING FIRE LANE" SIGNS SHALL BE
POSTED ON ALL FIRE ACCESS
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH EARTHWORK: ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND ROADS LESS THAN 40' FEET
IN WIDTH. ACCESS ROAD LESS THAN 32'
THE APPROVED GRADING PLAN OR AS SHOWN ON THE AO STRUCTURAL MIN. 4" AC OVER CURB & GUTTER - ROLLED
ATTACHED AS- GRADED PLAN ". ION PER CUT 2:1 FOR ALL SLOPES SEDIMENT CONTROL HANDBOOK
OF THE STATE OF FEET IN WIDTH SHALL BE POSTED ON BOTH SIDES AND ACCESS ROADS
FILL 2:1 FOR ALL SLOPES CALIFORNIA DEPARTMENT OF CONSERVATION. MORES THAN 32' FEET BUT LESS THAN 40' IN WIDTH SHALL
BE POSTED SECT SOILS T CLASS II BASE PER SDRSD NO. G -4
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND INVESTIGATIONS PER CITY OF ENCINITAS (TYPICAL BOTH SIDES)
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE ON ONE SIDE ONLY. SIGNS SHALL
BE SPACED A MAXIMUM OF 150' FEET ROAD STANDARDS
GRADING OPERATION. APPROVAL OF THE DIRECTOR OF ENGINEERING AFTER ON CENTER WHEN SIGNS ARE REQUIRED ON BOTH SIDES THEY SHALL
REVIEW OF A REPORT FROM A SOILS ENGINEER. FUNDS SHALL BE SUBMITTED PRIOR TO GRADING BE STAGGERED SO THAT THERE IS ONE
(1) SIGN A MAXIMUM OF 75' FEET RURAL LOCAL
B. ENVIRONMENTAL DATA PERMIT ISSUANCE TO ENSURE MONITORING PER P &D ON ALTERNATING SIDES OF ACCESS ROAD(S). SIGNS
SHALL BE PLAINLY TYPICAL STREET SECTION
1. STEEPEST EXISTING NATURAL SLOPE ON SITE = 50% 2:1 EXCAVATION: 4900 +/- CY* FILL: 4200 +/- CY* NEGATIVE DECLARATION DATED DECEMBER
9, 1990. VISIBLE FROM ANY LOCATION ON AN ACCESS ROAD(S). SIGNS SHALL BE
- - - -- - - - --
PER ENCINITAS FIRE DEPARTMENT STANDARDS. FROM BEGINING TO STATION 14 +61.44
3. AVERAGE DEPTHS: (A) CUT
3. MAXIMUM VERTICAL DEPTHS: (A) CUT =8 FT., (B) FILL =8 FT WASTE' 70 +/ CY* A SEPARATE PERMIT MUST BE OBTAINED NOT
TO SCALE
CUT F L 3.00 FT FT., (IL L FILL = 3.00 FT. IMPORT +/ CY* FOR WASTE OR IMPORT AREAS. DE CLARATION OF RESPONSIBLE CHARGE OWNER'S
CERTIFICATE TRAFFIC INDEX- 4.5
SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL
4900 CYx 27 =3 FT 4200 CYx 27 =2.58 Fr RESOURCES ARE DISCOVERED ON THE SITE OF THIS RgtACkA
B. NOTIFICATION 39,676 SF 44,018 SF GRADING DURING GRADING OPERATIONS, SUCH I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
PROJECT. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST O
ACTIVITY
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING OO
P
OPERATIONS WILL CEASE IMMEDIATELY, AND THE 4
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PERMITTEE WILL NOTIFY THE DIRECTOR OF PROJECT AS DEFINED IN SECTION 6703 OF THE
BUSINESS AND PROFESSIONS AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
SITE
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OPERATIONS WILL NOT RECOMMENCE UNTIL THE I UNDERSTAND THAT THE CHECK ENGINEERING OF THE DISCOVERY.
GRADING F CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. BUMANN
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE O PROJECT DRAWINGS AND SPECIFICATIONS �j� ROAD
THE DIRECTOR OF ENGINEERING TO DO S0 („)
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM SIGNATURE 4 2& - " �� DATE: w+.�{ 3a /.19A
3
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: . BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES
THE CONTRACTOR IS REQUIRED TO TAKE DUE NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR � CA4
a g
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING *EARTHWORK QUANTITIES ARE ESTIMATED FOR PROJECT DESIGN L OWNER:
MERLE E MINKS- ATTORNEY IN FACT 1.t, w RgNCyd U_
E. A
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT PERMIT PURPOSES ONLY. (CALCULATED ON A ,
�F Sp
THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE THEORETICAL BASIS - ACTUAL QUANTITIES MAY VARY ADDRESS: 22772 VIA BARCELONA
F SAN DIEGUITO ENGINEERING, INC. � C '" r 1 �' SO LAGUNA, CA 92677 _P01 0 3
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES DUE TO SHRINKAGE OR SWELL FACTORS.) 4407 MANCHESTER AVENUE, SUITE 105 IVAN R. FOX RCE
38144 9 4. z
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND PHONE: (714) 499 -4212
ENCINITAS, CALIFORNIA 92024 O
LOCATION OF UTILITIES AND NOTIFICATION OF TOPOGRAPHY BY: SAN -LO AERIAL SURVEYS p
COMMENCEMENT OF WORK: PHONE: (619)753 -5525 �(7 LILAC SUMMIT JASMINE CREST w
A. SEWER - CARDIFF SANITATION DISTRICT 1 -800- 422 -4133 DIG DATE 6 -9 -93 DATE IT IS AGREED THAT FIELD CONDITIONS MAY
REQUIRE CHANGES TO THESE
B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC 1- 800 - 422 -4133 DIG r PLANS. FN LLJ
C. WATER _ SUILS ENGINEERS CERTIFICATE ec o� •� N' ra s
D. TELEPHONE - PACIFIC BELL E 1 800 DG OLIVENHAIN MUNICIPAL WATER DISTRICT IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)
SHALL HAVE A CAMIN DEC Gi�J� OP SAN DI GO
E. CABLE TV - TM CABLEVISION (760) 436 -2693 I [N�Rrtl CLIiL__ A REGISTERED CIVIL ENGINEER IN THE STATE OF REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR NORTp i
GO z
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE
POTABLE WATER SYSTEM APPROVAL CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED ADDITIONS TO THESE PLANS WHICH
THE CITY ENGINLER LLJ
Approved by: BOYLE ENGINEERING CORPORATION SOILS MECHANICS, HERBY CERTIFY THAT A SAMPLING AND STUDY OF THE DETERMINES ARE NECESSARY
AND DESIRABLE FOR THE PROPER
48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. tri t' Consultin En Ine SOILS CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE
BY ME OR COMPLETION OF THE IMPROVEMENTS.
PHONE 760 -633 -2770. 9 9 er UNDER MY DIRECTION BETWEEN THE DATES V_E64_JAND_?- tLsrso . VICINITY MAP
0 u�
FOR INSPECTION. PHONE 760- 633 -2770
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS /6 JQ :D N
SD -001- 446 -Q1 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
SHOWN _
WITH MY RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60
NOT -TO -SCALE 1 ALL WORK R.G.E. { 3 DATE JOB NUMBER THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS DAYS
AFTER THE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO Ln
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE ote: S ignatur e Expires 2 Years After Date AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED
IN THE SOILS REPORT PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL Ln
FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND S /
SUBJECT 70 REJECTION AND REMOVAL. COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ��QROFESp��
W
SAN DIEGUITO ENGINEERING, INC. 9 SPECIFICATIONS. N R F _
ENCINITAS FIRE DEPARTMENT Under Service Alert e � ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL � o
�� 0 M
F o SIGNED: S S- _91lv9fG R t�FL ° OI�N4I
4407 MANCHESTER, SUITE 105 Call: TOLL FREE 1LS ` >r Q I I , LC)
ENCINITAS, CA 92024 ► �' R. .E. NO. :_Q0_Z1 _____ -- 2ti`� cN r,` •, SIG �_ �' DATE: - 4 3 P. /cit
o NO.38144
1 � � !� LJ � I `-� � r%-. PHNE: (760) 753 -5525 APPROVED B y'���J 'lj
1 -800 - -� y � r� L , U �' �'No.GE0Cl1�15�
422 -4133 EXP. DATE:_ 36 -- - - - - -- Exp93001 J t OWNER: MERLE E. MINKS- ATTORNEY IN FACT 9 1ViV
�
/ / 9�J / ,,.. x y /.� ADDRESS: 22772 VIA BARCELONA T F �F4 BY.
CIVIL ENGINEERING •PLANNING DATE: g! DATE W
t s for ��cty a 0'r C Al
LAND SURVEYING TWO WORKING DAYS BEFORE YOU DIG q�E p I , <� % SO LAGUNA, CA 92677
RC E: EXP:
PHONE: (714) 499 -4212 h
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