1993-3606 G (Plans) WORK TO BE DONE WORK TO BE DONE
I
A. GENERAL C. NOTIFICATIONS E. LANDSCAPING !
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 1. ALL SLOPES
SHALL BE PLANTED AND IRRIGANTED IN ACCORDANCE WITH O
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED
THESE PLANS, THE CURRENT SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS,
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO LANDSCAPE AND
IRRIGATION STANDARDS.
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS -�
OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
s
CONSTRUCTION AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
PRIOR TO ANY REQUEST FOR INSPECTION.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 2. FINISHED GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
STREETS ;i
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION
OF .
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ANY SLOPES
GRADED BETWEEN OCTOBER 1 AND APRIL 15.
'
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES
j
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF F. EROSION
CONTROL STD
FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
PLANS. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT IMPROVEMENTS DWG N O. SYMBOL
A. SEWERS - CARDIFF SANITATION DISTRICT - 1 -800- 422 -4133 DAVE SIMONSON (619) 756 -9353
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
GRADING. B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC 1 -800- 422 -4133 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK
SHALL BE MADE I
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS.
(619)753-6466 LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED DEVICES WHEN RAIN IS EMINENT. 2:1
I
TO CONDITION EXISTING PRIOR TO GRADING. D. TELEPHONE - PACIFIC BELL TELEPHONE - 1- 800 - 422 -4133 FILL SLOPE
(2:1)
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOU
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH APPROVAL OF THE ENGINEERING INSPECTOR.
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED E. CABLE TV - TM CABLEVISION - (619)436 -2693
EXISTING CONTOUR 10 1
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND
SURVEYOR. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
AFTER
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE EACH RUN -OFF PRODUCING RAINFALL. iI
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
(619)633 -2770. EXISTING DRAINAGE -�►
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL EXISTING
EASEMENT
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR MEASURES AS MAY
BE REQUIRED BY THE CITY ENGINEER DUE TO
HEALTH STANDARDS, LAWS AND REGULATIONS. INSPECTION. PHONE (619)633 -2770. ALL WORK PERFORMED WITHOUT UNCOMPLETED GRADING OPERATION
OR UNFORESEEN CIRCUMSTANCES ( AS SHOWN HEREON)
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND WHICH MAY ARISE.
7. GRADING AND EQUIPMENT OPERATING WITH ONE -HALF (1/2) MILE OF REMOVAL. EDGE OF EXISTING FLOWAGE
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY EASEMENT
BETWEEN THE HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAYS, D. GRADING PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS
WHEN
SUNDAYS AND CITY RECOGNIZED HOLIDAYS. IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. X2 0
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED 1
PROPOSED FINISH GRADE D OE
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - GRADING SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND 7. ALL
EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
MEETING HAS BEEN HELD ONSITE WITH T HE FOLLO W ING PEOPLE TEST THE EXCAVATION, A ON PLACEMENT AND COMPACTION TON OF FILLS AND GRADING
PLAN SHALL BE INCORPORATED HEREON.
AND COMPACTION TRENCHES. C F
A K.. . SHALL SUBMIT
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, B HE L BMIT SOILS PROPERTY LINE
GRADING CONTRACTOR AND PERMITTEE. THE PRE -GRADE MEETING REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY 8. GRADED AREAS
AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE FROM THE FACE
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
ADVANCE BY CALLING (619) 633 -2770. SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM OR
--
UNDER HIS SUPERVISION AND THAT IN HIS OPINION ALL EXISTING FENCE
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
k x x x
EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
1
9. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND PROBABILITY FORECAST
EXCEEDS FORTY PERCENT (40 %). SILT AND 1
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. OTHER DEBRIS SHALL BE
REMOVED AFTER EACH RAINFALL.
RELEASE OF SECURITY, AN AS GRADED CERTIFICATION SHALL BE
PROVIDED STATING: 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES
FAIL TO PROVIDE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE
"'THE GRADING UNDER PERMIT No. 3606 G HAS BEEN PERFORMED PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE EFFECTIVE
COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO PLANS.
IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING NOVEMBER 15, THE SLOPES
SHALL BE STABILIZED WITH PUNCHED
OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE STRAW INSTALLED IN ACCORDANCE
WITH SECTION 35.023 OF THE IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A Ln
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS EROSION AND
SEDIMENT CONTROL HANDBOOK OF THE STATE OF REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS OR N
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL CALIFORNIA
DEPARTMENT OF CONSERVATION. ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING
MEASURES HAVE BEEN INSTALLED.
10. SLOPE RATIOS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER
CUT -- 2:1 FOR ALL SLOPES Z. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND COMPLETION OF
THE IMPROVEMENTS.
FILL -- 2:1 FOR ALL SLOPES FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD M
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE DECLARATION OF RESPONSIBLE CHARGE I FURTHER AGREE TO COMMENCE
WORK ON ANY IMPROVEMENTS SHOWN In
SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE APPROVAL OF MATERIAL SHALL BE REMOVED BY THE CONTR THESE PLANS WITHIN
EXISTING CITY RIGHT -OF -WAY WITHIN 60 I�
RO I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. DAYS AFTER THE ISSUANCE OF THE CONSTRUCTION
PERMIT AND TO
THE DIRECTOR OF ENGINEERING AFTER REVIEW OF A REPORT UPON WHICH THE FILL IS TO BE PLACED. LOOSE E FILL AND ALLUVIAL FROM THE SURFACE
FROM A SOILS ENGINEER. SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE THAT I HAVE EXERCISED RESPONSIBLE CHARGE
OVER THE DESIGN OF THE PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL �
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK
EXCAVATION:__0 ___ +/- CY* FILL:- CY* COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CODE, AND THAT THE DESIGN IS CONSISTENT
WITH CURRENT STANDARDS. ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. Q0
CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND �
WASTE:______ +/- CY* A SEPARATE PERMIT MUST BE OBTAINED FOR COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. I UNDERSTAND
THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
WASTE OR IMPORT AREAS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES
.
IMPORT - 300__ +/- CY* 0
/ 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED NOT RELiE`�E ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES
FOR Z
SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCES ARE GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. PROJEC! DESIGN
0 W N E R : z
� ra � DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING THE SLOPES OF EXCAVATIONS
AND EMBANKMENTS SHALL BE SHAPED, //� DAVE S MONSON z
OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND THE PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND
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PERMITTEE WILL NOTIFY THE DIRECTOR OF ENGINEERING OF THE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND SAN DIEGUITO
ENGINEERING INC. II
DISCOVERY. GRADING OPERATIONS WILL NOT RECOMMENCE UNTIL THE OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES MANCHESTER
AVENUE, SUITE 105 IVAN R. FOX RCE 38144
ENCI NITAS, CALIFORNIA 92024 ADDRE ' CAM INITO LAURA U
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DIRECTOR OF WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND ENCI
ENCINITAS, CA 92024
ENGINEERING TO DO SO. DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED PHONE: (619)753 -5525 7-7-,V
Z
IN ACCORDANCE WITH THE GRADING ORDINANCE.
* EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES QRpFES, DATE PHONE (619) 756 - 9353 ..
ONLY. (CALCULATED ON A THEORETICAL BASIS - ACTUAL QUANTITIES 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL t�O Nq�
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MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS.) SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE ��Q �� R. FO„
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SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE
B. ENVIRONMENTAL BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM W C3S14t rn
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL °C 33197 EN 'A�) Ld NI'
1. STEEPEST EXISTING SLOPE - % BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO .. * 'A�
Ni 1,3 � J Z
THE DISPOSAL OF ANY SUCH MATERIAL. sf ti� /� I N S ITE -
2. MAXIMUM VERTICAL DEPTHS: (A) CUT = 0 FT., (B) FILL = 5 FT. �!F�f -5� L�� ENH r` O
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6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY CALF O V S Z
3. AVERAGE DEPTHS: (A) CUT = 0 FT., (B) FILL = 3 FT. PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER
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SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER
FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH -9 O
ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE P�
WITH REGARDS TO THE HAULING OPERATION.
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SAN DIEGUITO ENGINEERING, INC
4407 MANCHESTER, SUITE 106 V� Z
ENCINITAS. CA 9:024 CONE � VICINITY MAP Q r a
PHONES (619) 790-9929 NOT -TO -SCALE
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CIV IL ENGINEERING PLANNING THOS BROS 25 E3 �
LAND SURVEYORS
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED= DRAWN BY I CHECKED BY
APPROVALS CITY O F ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
L -8683 11 78 DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOM E DED APP R D
PLANS FOR: W
GRADING PL
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TM 3494 -1 11 78 OC 0073 -CHIS, SQ IN TOP OF HDWL ::?ATE: 7 � 9� BY: � �°. B Y: �
LOCATION: SW COR EL CAMINO DEL HORIZONTAL 1 = 20 C
NORTE & RANCHO SANTA FE ROAD 00 % (• �G R.C.E. NO. : DATE: �Z -9 3 DATE: ! 'Zf .•�' EARTH BERM
3 6 0 6 G W
RECORD FROM: C.S.D. VERTICAL CNTRL VERTICAL 1 " = 20' ENGINEER
-- d
EL V: 119.476 DATUM: USC & GS EXF. 3 -3I-9 WORK PROJECT NO. SHEET 1 OF 2
a FILE N0. SDE 4084 '
EASEMENT NOTES
1
17
EXISTING 20' WATER EASEMENT GRANTED TO OLIVENHAIN
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MUNICIPAL WATER DISTRICT, RECORDED OCTOBER 25, 1978,
F/P NO. 78- 454647, BOOK 1978, O.R. �` / 4 1
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2 EXISTING 10 DRAINAGE EASEMENT PER MAP NO. 9051,
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RECORDED DECEMBER 13, 1978.
3 EXISTING 10' SEWER EASEMENT PER MAP NO. 9051, — -`
RECORDED DECEMBER 13, 1978. _ .._..•.—
' 2 ./� 5 0 � 3 /
�4 AREA SUBJECT TO INUNDATION BY THE 100 -YEAR - ,f
FREQUENCY FLOOD. - ` 1 --- --- - 71
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/ 7
�5 EXISTING 15' WIDE SEWER EASEMENT GRANTED TO THE
CARDIFF SANITATION DISTRICT RECORDED MARCH 8, 1984, r, C1 d s
FILE NO. 84- 085571 OF O.R.
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6 EXISTING 30' ACCESS N0. 1 P ER MAP N0. 9051
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7 FLOWAGE EASEMENT AS SHOWN ON MAP N0. 9051, L 1
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RECORDED DECEMBER 13, 1978.
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CONSTRUCTION NOTES � �, � �. -- `. � �� OUTCROPPING
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FENCELINES AS SHOWN ARE APPROXIMATE, LOCATION TO
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BE VERIFIED IF REQUIRED PRIOR TO CONSTRUCTION
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AN DIEGUITO ENGINEERING, INC �� � rri
4407 MANCHESTER, SUITE 109
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ENCNITAS, CA 92024 Exp. '3� 31 ''
PIN)NE (919) 79s -9929
CIVIL ENGINEERING • PLANNING LINE BEARING D I STANCE CURVE ARC DELTA RAD I U S 9lf O F CALF �
LAND SURVEYORS L1 S 36 °00'54" W 31.76 C 1 17.93 46 °42'29" 22.00
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO.
L -8683 11/78 DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOM ENDE V D APPR
GRADING PLANS FOR:
TM 34 -1 11 / 78 OC 0073 -CRIB. SQ IN TOP OF HDWL 1" 20' DATE: 7-,7- 9� BY: � BY:
LOCATION: SW COR EL CAMINO DEL HORIZONTAL
NORTE & RANCHO SANTA FE ROAD R:C.E. N0. : 38/4 DATE: 7- 27 -13 DATE: EARTH BERM 3606 G
RECORD FROM: C.S.D. VERTICAL CNTRL
8
VERTICAL 1 20
ELEV: 119.476 DATUM: USC & GS ENGINEER EXP. 3 - 3 1 -9I
WORK PROJECT NO. SHEET 2 OF 2
FILE NO R SDE 408