1990-7 G (Plans) i
I
WORK TO BE DONE WORK TO BE DONE
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE A. GENERAL
ACCORDING TO THESE PLANS, THE CURRENT SAN DIEGO COUNTY t� 1. ALL WORK SHALL BE DONE IN ACCORDANCE
WITH THESE PLANS,
ENGINEER DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL< THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND
STANDARD REFERENCE DRAWINGS. CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE
R CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM j
DESCRIPTION STD-DWG. NO. LEGEND E _ < 1A� SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
ANY
i REQUEST FOR INSPECTION.
CUT BANK (2 *1 MAX.) ..... ..............................� J L 2. THE SOILS REPORT TITLED LAKE DRIVE
4 -UNIT SUBDIVISION
R • ' IT E PREPARED BY CONSTRUCTION TESTING AND ENGINEERING DATED
F(2:1
11 -27 -89 SHALL BE CONSIDERED AS A PART OF THIS GRADING
ILL BANK ..
. ...............................
. PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
PROPERTY BOUNDARY .................................... �-
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID
(TRADE SHOWN REPORT.
_
FINISHED GRADE CONTOURS .............................. 1�1 ON PROFIL v_ 3. APPROVAL OF THIS PLAN DOES NOT
CONSTITUTE APPROVAL OF j
1/2'R to VICINITY MAP SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF
FINISHED GRADE ELEVATION ............................. O VM O PLAN C 1�!•R IMPROVEMENTS WITHIN STREET RIGHT
-OF -WAYS. SEPARATE
1 APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN
PARCEL NUMBER ......... ............................... CONJUNCTION WITH IMPROVEMENT PLANS.
° d L 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
PAD ELEVATION ......... ............................... GRADING.
s 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS
EXISTING GROUND CONTOUR .............................. ' ° p REQUIRED TO PROTECT ADJACENT PROPERTIES DURING
GRADING
0 �B GRADING(CONT.) OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
5• MIN. W ME H 6x6 O.3 a
TYPE F CATCH BASIN ......... . ............. D- 7...... WELDED WIRE MESH OR N0.3 4 . s 5. ALL TREES BRUSH GRASS
AND OTHER OBJECTIONABLE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO
REINFORCING BARS 18 "O.C. ° 1 . MATERIAL SHALL BE COLLZCTZD PILED OR OTHERWISE GRADING.
CONCRETE DITCH ........... . ................. D- 75...... EACH WAY L - DISPOSED OF OFF THE SITE BY THE CONTRACTOR
SO AS TO 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR
LEAVE THE AREAS THAT HAVE BEEN CLSARSq WITH A MsA? AND BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL
BE RE-
RETAINING WALL ............... ...... ........ C - 2....... ® 3' 10' C/L 10' 3' w �'B FINISHED APPEARANCE FREE
FROM DMSIGHTLY DEBRIS. ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER
APPROVAL OF LOCATION of DEBRIS FILL SHALL BE SECURED
OR A LICENSED LAND SURVEYOR.
SANDBAGS, EROSION PREVENTION ......................... ��� 1/z" 1 /2 "R TYPICAL ROLL CUR FROM THE SOILS ENGINBER AND CITY
ENGINEER PRIOR TO THE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
DRAINAGE SWALES ....... ............................... . NO SCALE DISPOSAL OF ANY SUCH MATERIAL. SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND
20' I REGULATIONS.
PRIVATE DRIVEWAY TYPICAL SECTION 6. GRADING QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES 8. GRADING AND
EQUIPMENT OPERATING WITHIN ONE -HALF (1/2)
NO SCALE ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. MILE OF A STRUCTURE FOR HUMAN OCCUPANCY
SHALL NOT BE
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M.
3 ' 20' 3' D. LANDSCAPING NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
NOTES PRIVATE ROAD EASEMENT 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADIMG
C/L 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE MEETING HAS BEEN HELD OMSITE WITH THE
FOLLOWING PEOPLE
1. Cohcnde shell bes60•C -%W 10' 10' PRESENT: CITY INSPBCTOR, CIVIL ENGINEER, SOILS
2. See Standard D ravkq G -10 forjdntdetalls. WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL ENGINEER,
GRADING CONTRACTOR AND PERMITTEE. THE
3, Ad ]ustIVV*rVM between rranswreeJoints CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND PREGRADE MEETING
SMALL BE SCHEDULED WITH THE CITY AT
to match adjacent exieting improvements. Y ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. LEAST 48 HOURS
IN ADVANCE.
4. LongitudinNand ttaraversejelnta should beconStnx d 1 A:+ 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED
ON
SOILS ENGINEERS CERTIFICATE onapptoxlmotely 10 to 12 footspecing, INCOME fT ALL SLOPES PRIOR TO OCTOBER 1
OR IMMEDIATELY UPON B NOTIFICATIONS
COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND
2.24%
APRIL 15.
I RODNEY D.BALLARD A REGISTERED CIVIL ENGINEER ♦ 1. THE SE AND LOCATION OF UNDERGROUND UTILITY
PIPES
� � �•• `.�. - AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
IN THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE -� ROLLED CURB E. EROSION CONTROL SEARCH
OF AVAILABLE RECORDS. TO THE BEST of OUR
FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING S•AC OVER 4• CLASS IHIM. (SEE DETAIL)
ROLLED CURB AND /OR PER LB KNOWLEDGE THERE ARE NO EXISTING UTILITIES sYCEP? AS
AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS (SEE DETAIL) ENGINEER'S REC MENDATIOM 1. IN CASE EMERGENCY
WORK IS REQUIRED, CONTACT PETE SHOWN ON THESE PLANS, HOWEVER:
MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES NOV Isr BILICKI AT (619) 481 -2352. THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY
AND NOV 27 I ' ONE COMPLETE COPY F THE SOILS � 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
MEASURES TO PROTECT ANY EXISTING UTILITIES OR
REP OA�" M ILE FR M THIS • STUDY, WITH MY RECOMMENDATIONS, HAS AVAILABLE AT ALL TIMES DURING THE RAINY
SEASON. ALL STRUCTURES LOCATED AT THE WORK SITE. IT IS THE
BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, P RIV E DRIVEWAY - T Y PIC S E C T10 N NECESSARY MATERIALS SHALL
BE STOCKPILED ON SITE AT CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE NS. Ilium CONVENIENT LOCATIONS TO FACILI
?ATE RAPID CONS ?RUCTION OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT fE 6�r7 OF TEMPORARY DEVICES WHEN RAIN 18 EMINENT. EXCAVATIO
N, FOR VERIFICATION AND LOCATION OF UTILITIES
HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. qL i 3. DEVISES SHOWN ON PLANS SHALL NOT BE MOVED
OR MODIFIED
AND NO?IPICATION OF COMMENCEMENT OF WORK:
SOILS REPORT BY: CONSTRUCTION TESTING AND ENGINEERING, INC. A WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. A.
SEWERS - CARDIFF SANITATION 694 -3273
F -e 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL B. GAS i ELECTRIC - SAN
DIEGO GAS i ELEC 235 -6323
BY: DATE: C.1) [g0 DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE C. WATER - SAN DIEGUITO
WATER DISTRICT 753 -1145
RODNEY D. BA L RD, R CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. D. TELEPHONE - PACIFIC BELL
800 -422 -4133
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL E. CABLE TV - DANIELS CATV 436-9241
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO 2. CONTRACTOR SHALL NOTIFY THE CITY ENGIMEER'S
OFFICE 48
UNCOMPLETED GRADING OPERATION OR UNFORESEEN HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
LEGAL DESCRIPTION CIRCUMSTANCES WHICH MAY ARISE. PHONE: (619) 944 -5070
PARCELS 1 THROUGH 4 INCLUSIVE OF PARCEL MAP NO. 3145, IN THE CITY 6. THE CONTRACTOR SHALL BE RESPONSIBLE
AND SHALL TAKE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN DECLARATION OF RESPONSIBLE CHARGE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO INSPECTION. PHONE: (619) 944 -5070. ALL WORK PERFORMED
THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER AREAS WHEN IMPOUNDED WATERS CREATE A
HAZARDOUS WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
24, 1974. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, CONDITION. REJECTION AND REMOVAL.
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE
APPROVED
ZONE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND GRADING PLAN SHALL BE INCORPORATED
HEREON. C. GRADING
R -8 PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT 8. GRADED AREAS AROUND THE PROJECT PERIMETER
MUST DRAIN
STANDARDS. AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH 1. ALL GRADING SHALL BE
INSPECTED AND TESTED BY A
SITE ADDRESS WORK DAY. QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. ME
WEST SIDE OF LAKE DRIVE, SOUTH OF BIRMINGHAM DRIVE, CARDIFF I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SMALL BE IN SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND
SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW PLACE AT THE END of EACH WORKING DAY MMSM THE FIVE
(5) COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF
OWNERSHIP ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY DAY RAIN PROBABILITY FORECAST
EXCEEDS FORTY PERCENT TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE RESPONSIBILITIES FOR PROJECT DESIGN. (40 %). SILT AND
OTHER DEBRIS SMALL BE RENOVRD AFTER AND WILL DETERMINE THE SUITABILITY OF ANY FILL
EACH RAINFALL. MATERIAL. UPON COMPLETION OF GRADING OPERATIONS NE
IT (DEVELOPER) SHALL HAVE A FURTHER AGREED THAT THE OWNER JP ENGINEERING, INC. PROFESSICr ( 10. SHOULD
GERMINATION OF HYDBOSSEDED SLOPES FAIL TO SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM
F4 P F PROVIDE EFFECTIVE COVERAGE OP GRADED SLOPES
90t OR UNDER HIS SUPERVISION AND THAT IM HIS OPINION ALL
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS OR
8265 VICKERS STREET, ?SUITE A � o y � ( ,
CHANGES, DIEGO, CA 92111 ti � � � COVERAGE) PRIOR TO NOVEMBER 15 THE SLOPES SHALL BE EMBANKMENTS
AND SXCAVA ?IONS WERE CONSTRUCTED IM
ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS ?' STABILIZED WITH PUNCHED STRAW INSTALLED
IN ACCORDANCE ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL
Na
DE ?ERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION ( 19) 569 -7377 32031 WITH SECTION 35.023 OF TMs EROSION
AND SEDIMENT CONTROL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
OF THE IMPROVEMENTS. BY: DATE: -��� * 4W.12-3/ • HANDBOOK of THE STATE OF CALIFORNIA DEPARTMENT OF
INTENDED USE.
I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON JORGE H. PA I , R E 32T s CONSERVATION.
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF -WAY WITHIN 60 DAYS ! C1Vty air
AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK MY REGISTRATION EXPIRES DECEMBER 31, 1992 9� Of CAL�F�
SURFACES TO PROVIDE POSITIVE DRAINAGE AND ERV •
ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, VOID G OF WATER. HE SHALL
PROPERTIES SURFACE WATER AND
A
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH AVOID DAMAGE AD PROPERTIES A L
MEASURES TO
TO FINISHED
SITE AND
TE AND SHALL ?ARE REMEDIAL
THIS PROJECT OR UNDER M CONTROL. WORK ON THE S .
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME
< � = SOLAR NOTE AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE
OWNER: BEEN INSTALLED.
PETER A. K D TE ALL LOTS WITHIN THIS SUBDIVISION HAVE A MINIMUM OF 100 SQUARE 3. ALL AREAS TO
BE FILLED SHALL BE PREPARED TO BE FILLED W
CARDIFF INVESTMENT PAR�'NERS FEET OF SOLAR ACCESS FOR EACH EXISTING AND /OR PROPOSED DWELLING AND FILL SHALL
BE PLACED IN ACCORDANCE WITH STANDARD 1`
ADDRESS: 225 WEST PLAZA, SUITE O UNIT AS REQUIRED BY SECTION 81.40 (N) OF THE SUBDIVISION
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
ORDINANCE.
(619) 4BEACH2 MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE
5 W E BEACH, CA 92075
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOS)
FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE •
ASSESSOR'S PARCEL: 260 -523, 16, 17, 18 AND 19 - MAXIMUM SLOPE ON WHICH FIRM NATURAL GROUND.
THE EXPOSED SOILS SMALL ER
J.H. PALACIOS R E 32031 SCARIFIED TO A DEPTH OF 6• AND THEN COMPACTED TO A
MY REGISTRATION EXPIRES DECEMBER 31, 1992 a
PROPOSED GRADING WILL
OCCUR: 25 TO 40t MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR ' S III
Construction contractor agrees that in accordance with generally accepted construction RESPONSIBILITY TO PLACE,
SPREAD, WATER AND COMPACT THE • a
practices, construction contractor will be required to assume sole and complete responsibility for FILL IN STRICT ACCORDANCE
WITH SPECIFICATIONS. W
job site conditions during the course of construction of the project, including safety of all persons 4 . CUT AND FILL
SLOPES SHALL BE CUT AND TRIMMED ?0 FINISH
and property: that this requirement shall he made to apply continuously and not be limited to GRADE TO PRODUCE SMOOTH
SURFACES AND UNIFORM CROSS
normal working hours, and construction contractor further agrees to defend, indemnify and hold
ofOA ftifilew EARTHWORK QUANTITIES
design professional harmless from any and all liability, real or alleged, in connection with the &IOIW ANVlyOBf SECTIONS.
THE SLOPES OF EXCAVATIONS AND EMBANKMENTS W
performance of work on this project, excepting liability arising from the sole negligence of design A S BUILT EXCAVATION: 1,840 C.Y.
FILL: 1.640 C.Y. SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE
professional. J ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
Z7 9 WASTE /IMPORT: -0- CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTRR Q b
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
B • 48 5 -24 -l0 G/TY R I V / 3 / c W D . J H P A L A C I O S R C E 32 031 DAT ZID
7 3 66 4 -.Z -l0 wry REY13 1ON5 A) AVERAGE DEPTH OF CUT = 49 C.F. _ .] FEET LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED N
s 3 AL 4 - - CITY REVISIONS JP ENGINEERING INC. S.F. OF. THE TOE AND TOP OF ALL SLOPES
SHALL BE ROUNDRD IN N O
s p2�9/ qL
41 - 160c PLA,t/ 1 so 2 -ii -90 CITY REVI-SIONS L (619) 569 -7377 1 ACCORDANCE WITH THE GRADING
ORDINANCE.
NO DATE BT DESCRIPTION NO BY DATE DESCRIPTION B) AVERAGE HEIGHT OF FILL 49 580 C.F. =, FEET
�' (n
EMG Of ,WORK: FILE CODE � S.F. W
JP ENGINEERING,INC. W W
P ,.�
6 -1- ' Q0 - c) MAXIMUM HEIGHT OF CUT � 12.0 FT �v LL
CIVK.041MUNIRO -LAND PLANNING.SURVEYING .N. ► R T 158 � e Z 0:
069 VICKERS STIIEET A ,BAN D►E00.CA 5 =111 COASTAL COMMISSION PERMIT NO. 6 -90 -122
(.1n $66 -7377 PREPARATION AND REVISION LOG a) MAXIMUM HEIGHT o FILL - t:.o FT Z
REVISIONS APPROVED DATE REFERENCES DATE BBdCH MAW SCALE FE DETECT APIM"ALS CITY OF ENCINITAS PUBLIC WORKS
DEPARTMENT DRAWING NO. W Q Q.
AS -BUILT DESCRIPTION: 0-0042 CHIS. So. W. END APPROVED PLANS PREPARED UNDER SUPERVISION OF AP i/ GRADING
PLAN FOR: to 90=003
MNMBIitB7i7 /rAM 0007 -R
IARCEL ANr ',1146 AKE DR. i BIRMINGHAM DR. HORI20NTAL DATE : _- _ BY • •
195W LOCATION: L CO(JN'17 OF SAN DI WO N/A sr- •/��� 6 ��90 CI Y E GIN ER ,� PARCELS 1 THRU 4 OF
P M 3145 0007=0 3�ad R.C.E. NO.: MOM VIEN�D
W . 323.100 DATUM U.S.C.i G.S. VERTICAL N/A �j 9 0 ENGINEER DATE: Z-1'�•ta �' ^G CITY OF ENCINITAS
DATE:
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