1994-3993 G (Plans) LEGEND SYMBOL NOTIFICATIONS: LANDSCAPING NOTES: GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE P 4NS,
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY 1. ALL SLOPES AND AREA SUBJECT TO GRADING OPERATIONS
r / EXISTING CONTOUR - - - PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED SHALL BE PLANTED AND IRRIGATED
IN ACCORDANCE WITH PLANS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CO N,
�, � THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF F ENCI ENCIN AS
l - BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR APPROVED BY THE CITY ENGINEER. PLANS SHALL
CONFORM TO
� 180 � °
z f J J / / PROPOSED CONTOUR AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. A
r
_ 1 KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL
ADOPTED
J - , / ' ON THESE PLANS, HOWEVER. LANDSCAPE AND IRRIGATION STANDARDS. CHANGES OR REVISIONS
THEREFROM SHALL BE APPROVED BY E CITY
S
- � � � l � / ,,- � ' � � / � r / ✓ / � , � 6 SANDBAGS ENGINEER PRIOR
TO ANY REQUEST FOR INSPECTION.
_16
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON 2.
THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION IF
l - - ' " - SCALE 1 = 30
- MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON PROPOSED
ENCINITAS OFFICE BUILDING" PREPARED BY AMERIC N
ENVIRONMENTAL DATA: LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S COMPLETION OF ANY SLOPES GRADED BETWEEN
OCTOBER 1 AND ENGINEERING LABORATORIES INC. DATED SEPTEMBER 19, 1989 HALL
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID APRIL 15. BE CONSIDERED AS A PART OF THIS GRADING
PLAN. ALL ORA ING
1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 507 UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR SHALL
BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS ND
> r 1 r - VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF J. HYDROSEEDING SHALL BE APPLIED TO
ALL SLOPES THAT ARE SPECIFICATIONS CONTAINED IN SAID REPORT
GRADED 6:1 HORIZONTAL TO VERTICAL OR STEEPER WHEN THEY
`� i r r / ` _ - 2) MAXIMUM VERTICAL DEPTH OF CUT = 0' COMMENCEMENT OF WORK: ( ) 3.
APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF
_ �L p ARE A. THREE FEE( OR MORE IN HEIGHT IN FILL AREAS. SIZES, LOCATION AND TYPE OF
DRAINAGE FACILITIES, NOR OF
-175 it l / 146 331 W r� 16 �1, 3) MAXIMUM VERTICAL DEPTH OF FILL = 23' A. SEWERS i -800- 422 -4133
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE
APPROVALS 4) AVERAGE DEPTH OF CUT = 0 C.Y. (27) / 0 S.F. = 0 B. SAN DIEGO GAS
& ELECTRIC 1 -800- 422 -4133 R SLOPE IS NOT ESISTANT CHASTER OF AS APPROVED CONJUNCTION�'WITH IMPROVEMENT EPLANS.ALL BE REQUIRED IN
THE CITY ENGINEER.
5) AVERAGE DEPTH OF FILL = 26,100 C.Y. (27) / 62,500 S.F. = 11.3' C. SAN DIEGUITO WATER DISTRICT 1 -800- 422 -4133
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -S E GRADING.
i i
1 r
h D. PACIFIC BELL TELEPHONE 1- 800 - 422 -4133 4• IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS R 'S.
I � 1 r / J AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED TO PROTECT ADJACENT PROPERTIES
DURING..GRADINGCEPE R S.
L - = r EARTHWORK: ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR R PAIRED
-,;g GROWTH.
E CABLE TV 1 800 422 -4133 TO CONDITION EXISTING PRIOR TO GRADING.
FILL 26,100 C. Y. OFFICE 5. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: 6. THE DEVELOPER SHALL
BE RESPONSIBLE THAT ANY MONO NT OR
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OCE 48 A. SEED MIX SHALL CONSIST OF NO LESS THAN: BENCH
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE
IMPORT 26,100 C. Y. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 1 20 LBS. PER ACRE OF ROSE CLOVER
T� ���° 1 A PHONE (619) 633 -2770 2) 20 LBS. PER ACRE OF ZORRO FESCUE ESTABLISHED AND REPLACED
BY A REGISTERED CIVIL ENGINEER OR A
I 1 f LICENSED LAND SURVEYOR.
3) 3 LBS. PER ACRE OF E SCHOOL CIA CILIFORNICA
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS 4) 4 LBS. PER ACRE OF ACHILLEA MILLEFOLA SAFETY
DEVICES, INCLUDING SHORING, AND SHALL R 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAI ALL
/ LE
FOR INSPECTION. PHONE: (619) 633 -2770. ALL WORK 5) 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
I I - ALL DISTURBEt AREAS TO \ \ ` PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT 6) 112 LB. PER
ACRE OF DIMORPHOLECA FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY FETY ND
1 l
BE HYDRO - 7 ITEMS 3,4,5, AND 6 OF THIS SUBSECTION MAY BE HEALTH STANDARDS, LAWS AND REGULATIONS.
TO REJECTION AND REMOVAL. ) S El?ED, SEE /_ , F
II 1 I�t LANDSCAPE NOTES 1 1. � � OMITTED ON LOCATIONS WHERE THE AREA BEING 8. GRADING AND EQUIPMENT
OPERATING WITHIN ONE -HALF (1 2)
/ / \ = } HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC MILE OF A STRUCTURE FOR HUMAN OCCUPANCY
SHALL NOT 8
� II II / _ STREET OR RESIDENTIAL STRUCTURES. CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND
7.30 A& NOR
\ ` \ w o ll s 'I 9.47 _ / l EXISTING RADINC PER 1318 -G I I_ � 7 8) ITEM 1 OF THIS SUBSECTION
MUST BE INOCULATED ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
I 1 II I WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY
20 ROAD, SEWER, WA ER, GAS POOER / / !�) / /820, r ' EITHER BY DRILLING OR BROADCASTING BEFORE
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE ADING
`w a °' I AND TELEPHONE LINE SEMEN1REICORDED HYDROSEEDING
/ ^ . MEETING HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEO E PRESENT' \ w o �'
I� DECEMBER 22, 1969 FILE i O. 231180 / JC � / J ��I 5 / o j \ � � / 0 SEED MATERIALS SHALL BE TRANSPORTED
TO THE CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING C D WITH T
OF OFFICIAL RECORDS I c� 9)
l I 111 f r r r�ry JOBSITE IN UNOPENED CONTAINERS WITH THE AND PERMITTEE. THE PREGRADE
MEETING SHALL BE SCHEDUL WITH THE
CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619)
633 2770.
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS
TO ANY
TINE 27 HIGH EARTH � I I i ri /r ri r , l � CONTAINERS. PROPOSED CONSTRUCTION SITE WITHIN
THIS PROJECT THE DEV LOPER
o �^��I - l r �Q� l 38.00 B' M TO REMAIN r 3 10) NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED
CITY EN NEER
° r r 1 0 ' �, �� I r SHALL SUBMIT TO AND RECERECEIVE APPROVAL
ROVE T 4 HIGH FROM THE
o I _ r TO THE HYDROSEED SLURRY AT THE DISCRETION OF FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
SHALL C PLY WITH
SAND BAG ROW ( MIGH) / _ - - � / /- r
r / ` - / r , r THE CONTRACTOR. ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY
4POSE
o� �, r ,,;o r r r� B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN WITH REGARDS
TO THE HAULING OPERATION.
N o I / CS _- r r T 2000 LBS. PER ACRE TYPE 6 MULCH (STRAW) MAY BE 11, UPON FINAL COMPLETION
OF THE WORK UNDER THE GRAS G PERMIT
SAND BAG R W r r / SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED BUT PRIOR TO FINAL GRADING
APPROVAL AND OR FINAL REL E OF
I - / (WP HIGH) h FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE SECURITY, AN AS- GRADED
CERTIFICATION SHALL BE PROVIDED TATING:
ASPHALT SPILLWAYr o ff' - r r r ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO "THE GRADING UNDER
PERMIT NO._'25�_q_ HAS BEEN ERFORMED
\/s i ' - -- / 141.33 / HER D -P2 r / - -/ / LESS THAN 507 OF THE STRAW INTO THE
SOIL. IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING LAN OR AS
/IT 0. L _/ _- _ w =T I / /sr 8 < r SHOWN ON THE ATTACHED AS- GRADED PLAN". THIS STATEME
T SHALL
v / °Ep " BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL EN INEER WHO
- N v yF r C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE i6 -20 -0, WITH 157 SULPHUR APPLIED AT THE
RATE OF SULFATE,
CERTIFIED SUChF GRADING OPERATION.
500 LBS. PER ACRE.
I �I
NO BAG ROW (
SATWO HIGH)
�
Ez� ° EROSION CONTROL NOTES:
�O, 02' AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO
r
HYDROSEEDING BY'
4B � r 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LES Y LING AT
r r (818) 345 -7871.
EXISTING CURB TO - -� b / A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
RE COMBINATION OF: 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL E MADE
SDGdE NT FOR 1 I = J _ 5 7/00, 1) TRACK WALKING SLOPES STEEPER THAN 6.1. AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON. ALL NE ESSARY
POLES D WIRES RECORDED % - -, j - / J r 2) RIPPING AREAS THAT WILL NOT BREAK UP
USING ITEM MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LO TIONS TO
160 �OCT. 7, 1948 AS BOOK ' - /_- -,� _ /' r "1)" ABOVE. FACILITATE RAPID CONSTRUCTION
OF TEMPORARY DEVICES WHE RAIN IS
PAGE 1 OF O.R.
�-^ �4 - _ A IMMINENT.
1 / ` s � NON- EXCLUSIVE EASEMENT l r r $ I B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE
FOR
FOR INGRESS AND EGRESS r PLANTING BY. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR M
IFIED
_ •
�g EXISTING RETAINING l I I I' I I IN FAVOR OF THE PROPERTY 1) ADJUSTING THE SURFACE SOIL MOISTURE
TO PROVIDE A WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
l 13= III I I !�i HEREON RECORDED FEBRUARY 24, 1981
WALL TO REAbAINr DAMP BUT NOT SATURATED SEED BED.
l / �� r� I 1 I 1 i U �� AS FILE /PAGE NO 81- 058776. 4. THE CONTRACTOR SHALL RESTORE
ALL EROSION CONTROL DEVICES TO
00
FIG 157.00 _ r i �I ° I 2) THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, WORKING ORDER TO
THE SATISFACTION OF THE CITY ENGINES AFTER
1 �I �) LEACHING OR COVERING SALINE SOILS TO PROVIDE
l G 15 ' l - - l W '^ ICI IN Q� EACH RUN -OFF PRODUCING RAINFALL.
- �) R J VIABLE CONDITIONS FOR GROWTH. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
CO TROL v
T l �o III MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN
1 i � - N
- I
11 1 '� INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTA CES WHICH
EXISTING VETERINARY HOSPITAL 5 r [ -1 - - pp I I I I I I i 1 1 ; MAY ARISE.
\ l - -, �� �yl , "�'� -- VI I I , i 1 OWNER / PERMITE
EXISTING MOBIL SERVICE STATION
f , S l-- ��)' N ALESCO DEVELOPMENT 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TA NECESSARY
/ l t�EC NO 1978 A -J J EXISTING FIRST NATIONAL BANK V 1 4800 COBIN AVENUE PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS W N
F/P AttS. 78- 50310 ,, I l l I I TARZANA, CA 91356 IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
\ 1 1 C) ( (818) 345 -1769 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE A ROVED
DIS TRICT EASEMENT T RECORDED CORDED SITE ADDRESS:
WIDE, SAN D IRRIGATION r � GRADING PLAN SHALL BE INCORPORATED HEREON.
( I
DIS TRICT J /
OCTOBER 7, 1981, AS FILE N0. l 344 ENCINITAS BLVD 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST
O IN AWAY
��
I I IN 11 l rl � 81- 318847 OF OFFICIAL RECORDS / ENCINITAS, CA FROM THE FACE OF SLOPE AT THE
CONCLUSION OF EACH W K DAY.
l r� ASSESSOR PARCEL NUMBER: 9. ALL REMOVABLE PROTECTION DEVICES SHOWN LL BE 1 PLACE AT
THE END OF EACH WORKING DAY WHEN THE FIVE 5) DAY RA
GRADING NOTES 258 - 111 -5, 6, AND 30 PROBABILITY FORECAST EXCEEDS FORTY (407). SILT AND OTI ER
DEBRIS
SAND 9AG ROW SHALL BE REMOVED AFTER EACH RAINFALL.
4. CUT AND
TWO HIGH) TYPICAL / \ l 1 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED FILL SLOPES SHALL BE
CUT AND TRIMMED TO FINISH
( ROVIDE
CROSS SECTIONS 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO
1 1 f GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM .
l l SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND EFFECTIVE COVERAGE OF GRADED
SLOPES (907 COVERAGE P R TO
l ' o r TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE
SHAPED,
NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNC D STRAW
/ Q
BACK FILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE ER ION AND
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS
AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT
77 /_ Z 3 OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS OTHER WASTE MATTER EXPOSED OR EXCAVATION OR
EMBANKMENT OF CONSERVATION.
x I HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL
BE REMOVED
ro
l l /
�^ w OE AND TOP OF ALL SLOPES SHALL BE
'
SITE I OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL OWNERS CERTIFICATE
EXIS Z� I 00 ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
AC
0 1 EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE I (WE) HEREBY CERTIFY THAT A REGISTERED
SOILS ENGINEER OR GEOLOGIST S BEEN
N WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND
�l 1 l / ENC /N /TqS
i° EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL OR
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE COMPACTION AALD TABILITY OF THE SITE.
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE �
6
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM
l ° UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL SIGNATURE I
WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO DATE
I I l \ 5 / ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND BE SECURED FROM THE SOILS ENGINEER AND
CITY ENGINEER PRIOR
N i N I TO THE DISPOSAL OF ANY SUCH MATERIAL.
SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY DECLARkWN OF RESPONSIBLE CHARGE
1 N GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND I HEREBY DECLARE THAT i AM THE ENGINEER
OF WORK FOR THIS PROJECT AT 1 HAVE
`b o EROSION CONTROL MEASURES HAVE BEEN INSTALLED. LEGAL DESCRIPTION: EXERCISED RESPONSIBLE CHARGE OVER
THE DESIGN OF THE PROJECT AS DE WED IN
II ll \� A PORTION OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 6703 OF THE BUSINESS AND
PROFESSIONS CODE, AND THAT THE D SIGN IS
1 11 0
J. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH,
CONSISTENT WITH CURRENT STANDARDS.
I ' \ VICINITY MAP, AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD RANGE 4 WEST, SAN BERNARDINO 13ASE AND MERIDIAN,
IN THE CITY QgOFESS /oy� I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS Y THE
- - N.T.S. / L= 51.20' 14.60' SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE OF ENCINITAS, COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA. L �y
N04 ° 3 5'06 "W 88 92 S G CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE
E, AS .lz -� -- UPON WHICH THE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE ` ENGINEER OF WORK, OF MY RESPONSIBILITIES
FOR PROJECT DESIGN.
R= 1458.00'N04 °03'37 "W w � %
FILL IS TO BE PLACED. LOOSE FILL AND
ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL ` R.C.E. 35471 SAN DIEGO LAND SURVEYING AND