1991-1318 G (Plans) GENERAL NOTES. GRADING NOTES: LANDSCAPING NOTES: NOTE'
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE ALL GRADING DETAILS WILL BE IN ACCORDANCE WITH SAN DIEGO
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND WITH PLANS
APPROVED BY THE CITY ENGINEER. PUNS SHALL COUNTY STANDARD DRAWINGS
THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND CONFORM
TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL
EXISTING GROUND PROFILE / AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY BACK FILLS AND COMPACTION OF TRENCHES. HE SHALL
SUBMIT ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS 2. FINISH GRADING
AND PLANTING SHALL BE ACCOMPLISHED ON ALL LEGEND SYMBOL
/ HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION
OF
/ l 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION OF OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL ANY SLOPES
GRADED BETWEEN OCTOBER i AND APRIL 15. K TYPE 'G' CURB AND GUTTER
PROPOSED ENCINITAS OFFICE BUILDING" PREPARED BY AMERICAN EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE
ENGINEERING LABORATORIES INC. DATED SEPTEMBER 19, 1989 SHALL WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND
C TYPE 'G -3' MEDIAN CURB
BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE
D -75 (TYPE B) SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 25" AC PAVING ON 4" CLASS 11 BASE
DRAINAGE DITCH SPECIFICATIONS CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED EROSION CONTROL
NOTES:
/ SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO 1. IN
CASE EMERGENCY WORK IS REQUIRED, CONTACT ALAN YOUNG RETAINING WALL
/ r SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND AT ALESCO
DEVELOPMENT (818) 345 -7871
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY
/ APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND 2. EQUIPMENT
AND WORKERS FOR EMERGENCY WORK SHALL BE MADE "
CONJUNCTION WITH IMPROVEMENT PLANS. EROSION CONTROL MEASURES HAVE BEEN INSTALLED. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.
ALL 2.5 AC PAVING ON 4 CLASS II BASE
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
zg� TYPE G -3 MEDIAN CURB 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE 3. ALL AREAS TO BE FILLED SHALL BE PREPARED
TO BE FILLED CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
GRADING. AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD TEMPORARY DEVICES WHEN RAIN IS EMINENT.
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE EXISTING ELEVATIONS 253.44
/ 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE J.
DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
2.5" AC ON 4' CL 11 BC TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND
253.5 TC
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. PROPOSED ELEVATIONS
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
2510 FL
TO CONDITION EXISTING PRIOR TO GRADING. GROUND. THE EXPOSED SOILS SHALL BE SACRIFICE TO A DEPTH OF
TYPE "G" CURB & GUTTER C AND THEN COMPACTED TO A MINIMUM OFF 90 PERCENT. A 4. THE CONTRACTOR SHALL RESTORE ALL
EROSION CONTROL DEVICES
IT SH I TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
CUT /FILL SLOPES j
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AFTER
EACH RUN -OFF PRODUCING RAINFALL. T TZ T---T-
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- AND COMPACT THE FILL IN STRICT ACCORDANCE WITH
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A SPECIFICATIONS. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL
EROSION CONTROL PROPOSED CONTOURS 138
SECTION A -A LICENSED LAND SURVEYOR. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
SCALE HORZ/ 1 " =10', VERT/ i " =2' 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH UNCOMPLETED GRADING OPERATION
OR UNFORESEEN CIRCUMSTANCES
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. WHICH
MAY ARISE.
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED,
DAYLIGHT LINE
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND 6. THE
CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
HEALTH STANDARDS, LAWS AND REGULATIONS. LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS
OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. PVC
PRIVATE STORM DRAIN
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL BE 7 ALL
EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.30 A.M. NOR ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE GRADING PLAN
SHALL BE INCORPORATED HEREON. PROPERTY LINE
ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN
- - - -
TYPE G -3 MEDIAN CURB 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED
OF OFF THE AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK EXISTING CONTOURS
MEETING HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE DAY
PRESENT. CITY INSPECTOR, CML ENGINEER, SOILS ENGINEER, BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM
0 -75 DRAINAGE DITCH -►
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL 9. ALL
REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR AT THE
END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
ADVANCE BY CALLING (619) 944 -3374. TO THE DISPOSAL OF ANY SUCH MATERIAL. PROBABILITY FORECAST EXCEEDS (40X). SILT AND
OTHER DEBRIS CROSS SLOPE FLOW
20' R.O.W. EASEMENT
T T 6. SLOPE RATIOS: CUT - 2:1 SHALL BE REMOVED AFTER EACH RAINFALL.
FILL - 2:1 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO
A I I NOTIFICATIONS PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) FLOW LINE
Ix wv _
i. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
OF -
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
OF 3' WIDE PCC DRAINAGE SWALE
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE CALIFORNIA DEPARTMENT OF CONSERVATION.
PLANS, HOWEVER:
O / PERMTTE EXISTING RETAINING WALL -7- -77
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
I I
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES ALESCO DEVELOPMENT 4800 COBIN AVENUE SOILS ENGINEER'S CERTIFICATE
- -- LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S TARZANA, CA 91356
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID (818) 345 -7871 1 R I C 15 C A �'l A REGISTERED CIVIL
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
"TV ELEVATION
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY
COMMENCEMENT OF WORK: SIT ADDRf�"S CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS \ \ ?.•�
MASONRY RETAINING WALLS TYPE 6
A. SEWERS 1 -800- 422 -4133 344 ENCINITAS BLVD PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
(HEIGHT VARIES, 6' MAX.)
TYPE "G" CURB & GUTTER ENCINITAS, CA DIRECTION BETWEEN THE DATES SEPTEMER 5-
B
AND 5 EPTIFMALR 9. i9ag , A COMPLETE COPY OF THE SOILS REPORT "TOE' ELEVATION
2.5" AC ON 4" CL II BC B. SAN DIEGO GAS & ELECTRIC 1 -800- 422 -4133 COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
HAS BEEN FILTER MATERIAL
A�DR'S PARCEL NUMBER: SUBMITTED TO THE OFFICE OF THE CITY' ENGINEER. FURTHERMORE, MAINTAIN MIN
6" COVER
C. SAN DIEGUITO WATER DISTRICT 1 -800- 422 -4133 PER C -8 TYP
258 - 111 -6, 30 1 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE ( ) OVER WALL FOOTING
D. PACIFIC BELL TELEPHONE 1 -800- 422 -4133 RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS "TF" ELEVATION
o °p O ° PAVING PER SOILS REPORT
PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLAN D �p
p �
SECTION B -B E. CABLE N 1- 800 - 422 -4133 LEGAL DESMP SPECIFICATIONS ItOFESSION
SCALE: HORZ/ 1 VERT/ 1 " =2' 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 A PORTION OF THE WEST HALF OF THE NORTHEAST QUARTER
OF SIGNED: � p \N C I SC-1 �F
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH, o,
ti c / • �\
(619) 944 -5070 RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE CITY R.C.E. NO.: m RETAINING WALL
DETAIL
OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. No.26243
J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR EXP.
INSPECTION. PHONE. (619) 944 -3374. ALL WORK PERFORMED
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION JT C /V1Y- �P
AND REMOVAL. qrE F CAl\F
G �
�Z z DECLARATION OF RESPONSIBLE CHARGE.
/ 9
SITE \ I HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS PROJECT,
I 1 THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND
PROFFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH
EN C /N /Tqs CURRENT STANDARDS.
( PACIFI �el�t� I 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
OCEAN f 0�� SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A
/ REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF
5 MY RESPONSIBILITIES FOR PROJECT DESIGN.
\ ENGINEER OF WORK: <- !
� �FESSIq� �"
VICINITY MAP / SAN DAD LAND SURKM t 9XINE W INC. J. ,y. W
9474 CIIESAP M DINS SUIN 007
N.T.S. SAN L�K M 92123 (619) 5Q5-m R.C.E. 4675
FIRE ' �' 1 DEPARTMENT. • Exp.
6 -30 -95 Lit
S - I >
�Q` ✓ 1D't�_ /0 %2 l q l GRADING (UNDER BLDG) CUT.• 35000 CY FILL: NONE CY a���yyN o va 46751
M1E ✓c V% x 0 �
MARSHAL DATE (SITE) CUT. • 5000 CY FILL: 5000 CY T� wn
RISIONS AP P ROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT J.J.M. J.J.M. Y J.J.M. Y
EV APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CL
CG -162 REVIEWED BY PUNS PREPARED U DER SUPERVISION OF RE C EN PR VED PLANS FOR THE GRADING OF:
L -9800 CENTERLINE STREET SURVEY MONUMENT, TOP OF HORIZONTAL: 1 " =20' ,/ o SAN DIEGUTfO FINANCIAL CENTER a ` -
BRASS DISC, STATION 3 +73.20 ENCINITAS BLVD., COMMUNITY DEVELOPMENT DEPARTMENT DATE: 3 -14 -91 BY: � o( A ��
=
PER COUNTY OF SAN DIEGO SURVEY DEPARTMENT 344 ENCINITAS BOULEVARD 1318 - G 0
ELEVATION = 111.534, M.S.L. DATUM. VERTICAL: N/A � ���,�,��i` 4]/ + R.C.E. N 46751 6 -30 -95 DATE �^ DATE:
ENCHMAS, CALIFORNIA 92024 Nf Zi
DA J ES J. MILL EXP. WORK PROJECT NO.: r SHEET 1 OF 2 %t<
/1i