1989-9412 G (Plans) WORK TO BE DONE 2 , CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S 2 .FINISH GRADING AND PLANTING SHALL BE
OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ACCOMPLISED ON ALL SLOPES PRIOR TO OCTOBER 1
A. GENERAL ON THIS PROJECT, PHONE (619) 944 -5070 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES
GRADED BETWEEN OCTOBER 1 AND APRIL 15.
3.THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH CALLS FOR INSPECTION. PHONE (619) 944 -5070.
THESE PLANS, THE STANDARD SPECIFICATIONS ALL WORK PERFORMED WITH ❑UT BENEFIT OF E. EROSION CONTROL
FOR PUBLIC WORKS CONSTRUCTI ❑N, THE DESIGN INSPECTION WILL BE SUBJECT TO REJECTION AND 1.IN CASE EMERGENCY WORK IS REQUIRED,
CONTACT
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS REMOVAL. WAYNE HOLDEN AT (619) 753 -5652.
AND THE SAN DIEGO AREA REGIONAL STANDARD C UT & FILL
DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM C. GRADING 2.EQUIPMENT AND WORKERS FOR EMERGENCY WORK
SHALL BE APPROVED BY THE CITY ENGINEER SHALL BE MADE AVAILABLE AT ALL TIMES DURING Q UA N TI
TIE S:
PRI ❑R TO ANY REQUEST FOR INSPECTI ❑N. 1.ALL GRADING SHALL BE OBSERVED AND TESTED BY THE RAINY SEASON. ALL NECESSARY
MATERIALS
2. TµE SOILS REPORT TITLED "ADELSTEIN RESIDENCE" A QUALIFIED SOILS ENGINEER OR UNDER HIS SHALL BE STOCKPILED ON SITE AT
CONVENIENT
J * Kr_893I REPORTA'I DATEQQ 4/23/85 ALONG DIRECTION. HE SHALL OBSERVE AND TEST THE LOCATIONS TO FACILITATE RAPID CONSTRUCTION
T� TOTAL FILL = 100 YDS.
WITH UPDATE ; "2 DATED 5127189 $ UPDATE`3 EXCAVATION PLACEMENT AND COMPACTION OF FILLS OF TEMPORARY DEVICES WHEN RAIN IS EMINENT,
TOTAL CUT = 1,100 YDS.
DATED 1.1128189 BY KETCHUM EN61NNEKIN6 SHALL 13F AND BACKFILLS AND COMPACTION OF TRENCHES. HE EXPORT AMT. =
1,000 YDS.
CONSIDERED AS A PART OF THIS GRADING PLAN. SHALL SUBMIT SOILS REPORTS AS REQUIRED AND GPq °F
ALL GRADING SHALL BE DONE IN ACCORDANCE WILL DETERMINE THE SUITABILITY OF ANY FILL 3.DEVICES SHOWN ON PLANS SHALL NOT BE MOVED
OR
WITH THE- RECOMENDATIONS,AND SPECIFICATIONS MATERIAL. UPON COMPLETION OF GRADING MODIFIED WITHOUT THE APPROVAL OF THE
AVERAGE DEPTH OF CUT
CONTAINED I N SAID REPORT $ UPDATES. OPERATIONS HE SHALL STATE THAT OBSERVATIONS ENGINEERING INSPECT ❑R.
29.200 C.F. = 5.4 FT.
3.APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AND TESTS WERE MADE BY HIM OR UNDER HIS �/� �N�i[!
SUPERVISION AND THAT IN HIS OPINION, ALL 5,500 S.F.
APPROVAL OF SIZES, L ❑CATION AND TYPE OF LL RESTORE ALL EROSION EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED 4.THE
CONTRACTOR SHA / /�i� ► ,.
DRAINAGE FACILITIES, NOR OF IMPROVEMENTS ACCORDANCE WITH THE SOILS REPORT CONTROL DEVICES TO WORKING ORDER TO THE
IN . _
WITHIN STREET RIGHT - ❑F -WAYS. SEPARATE SATISFACTION OF THE CITY ENGINEER AFTER /2x/2 _�� R �.A ! i AVERAGE
DEPTH OF FILL
APPROVALS AND PERMITS FOR THESE SHALL BE EACH RUN -OFF PRODUCING RAINFALL. BPOO�Es
REQUIRED IN CONJUNCTION WITH IMPROVEMENT G a
�"�' n. % 2.700 C.F. = 2.7 FT. I Li
PLANS. 2.THE CONTRACTOR SHALL PROPERLY GRADE ALL 1,000 S.F.
EXCAVATED SURFACES TO PR ❑VIDE POSITIVE 5.THE CONTRACTOR SHALL INSTALL ADDITIONAL
4.WRITTEN PERMISSION SHALL BE OBTAINED FOR EROSION CONTROL MEASURES AS MAY BE REQUIRED ��P ��ws�orrEO of MAX.
VERT. CUT = 24
DRAINAGE AND PREVENT P ❑NDING ❑F WATER. HE
ANY OFF -SITE GRADING. 6PATE, FO�
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE BY THE CITY TY ENGINEER DUE T❑ UNCOMPLETED �P�POV�oE�s'� ro i T
MAX. VERT . FILL =6
TO ADJOINING PROPERTIES OR TO FINISHED WORK BEOS�o�oPi��Er_s
GRADING OPERATION DR UNFORESEEN CIRCUMSTANCES �=
5.CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS ON THE SITE AND SHALL TAKE REMEDIAL MEASURES WHICH MAY ARISE.
G STIN 1
REQUIRED TO PROTECT ADJACENT PROPERTIES TO PREVENT EROSION OF FRESHLY GRADED AREAS 8 ���� s SLOPE IN _G_
STEEPEST EXISTING
AREA
DURING GRADING OPERATIONS. ANYTHING DAMAGED OR UNTIL SUCH TIME AS PERMANENT DRAINAGE AND 6.THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL
DESTROYED SHALL BE REPLACED OR REPAIRED TO EROSION CONTROL MEASURES HAVE BEEN INSTALLED. TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC
�° 2 r❑ i LJ
� �!/.�TE //YLf =
CONDITION EXISTING PRIOR TO GRADING.
TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS
3.ALL AREAS TO BE FILLED SHALL BE PREPARED TO CREATE A HAZARDOUS CONDITION, THESE QUANTITIES ARE
6.THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY APPROXIMATE AND TO BE
MONUMENT OR BENCH MARK WHICH IS DISTURBED BE FILLED AND FILL SHALL BE PLACED IN USED ONLY FOR
B ❑NDING
OR DESTROYED SHALL BE RE- ESTABLISHED AND ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL 7.ALL EROSION CONTROL MEASURES PROVIDED PER THE
PURPOSES, EXPANSION
REPLACED BY A REGISTERED CIVIL ENGINEER VEGETABLE MATTER AND OBJECTIONABLE MATERIAL APPROVED GRADING PLAN SHALL BE INCORPORATED
SHALL BE REMOVED BY THE CONTRACTOR FROM THE HEREON, a OR COMPACTION IS NOT LJ
OR A LICENSED LAND SURVEYOR. TAKEN INTO ACCOUNT.
SURFACE UPON WHICH THE FILL IS TO BE PLACED.
�
LOOSE FILL AND ALLUVIAL SOILS SHALL BE
7.THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND REMOVED TO SUITABLE FIRM NATURAL GROUND, THE 8.GRADED AREAS AROUND THE PROJECT PERIMETER
1��Pp�� 'll�
MAINTAIN ALL SAFETY DEVICES, INCLUDING EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH MUST DRAIN AWAY FROM THE FACE
OF SLOPE AT Q t
SHORING, AND SHALL BE RESPONSIBLE FOR OF 6 INCHES AND THEN COMPACED TO A MINIMUM OF 90 THE CONCLUSION OF EACH WORK DAY,
Ey�'iiv
CONFORMING TO ALL LOCAL, STATE AND FEDERAL PERCENT. IT SHALL BE THE CONTRACTOR'S 1 �
SAFETY AND HEALTH STANDARDS, LAWS AND RESPONSIBILITY TO PLACE, SPREAD, WATER AND 1
COMPACT THE FILL IN STRICT ACCORDANCE WITH 9.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL
REGULATIONS. SPECIFICATIONS. BE IN PLACE AT THE END OF EACH WORKING DAY
WHEN THE FIVE (5) DAY RAIN PROBABILITY T.q p
8 . GRADING AND EQUIPMENT OPERATING WITHIN FORECAST EXCEEDS FORTY PERCENT (40%). S I LT fA p� s'irF ASSESSOR
S -_ PARCEL N0 ..•
ONE--HALF C1 /2) MILE OF A STRUCTURE FOR 4.CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED AND OTHER DEBRIS SHALL BE REMOVED
AFTER EACH GE
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES RAINFALL, a
Q 259 - 190 -76
BETWEEN THE HOURS OF 5130 P,M. AND 7130 A.M. AND UNIFORM CROSS SECTIONS, THE SLOPES OF
Iq
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, 10.SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL
VICINI T Y MA P M
HOLIDAYS. PLANTED AND TRIMMED AS DIRECTED BY THE TO PROVIDE EFFECTIVE COVERAGE OF GRADED
ENGINEER OF WORK AND LEFT IN A NEAT AND SLOPES (90% COVERAGE) PRI ❑R TO NOVEMBER 15, NO SCALE
B. NOTIFICATIONS ORDERLY CONDITION. ALL STONES, ROOTS AND THE SLOPES SHALL BE STABILIZED WITH PUNCHED
W
OTHER WASTE MATTER EXPOSED OR EXCAVATION OR STRAW INSTALLED IN ACCORDANCE WITH SECTION LEGAL DESCRIPTION:
U
1,THE EXISTENCE AND LOCATION ❑F UNDERGROUND EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME 35.023 OF THE EROSION AND SEDIMENT CONTROL
LOOSENED SHALL BE REMOVED AND DISPOSED OF HANDBOOK OF THE STATE OF CALIFORNIA
UTILITY PIPES AND STRUCTURES SHOWN ON THESE THE TOE AND TOP OF ALL SLOPES SHALL BE DEPARTMENT OF CONSERVATION DECLARATION
OF RESPONSIBL _CHARGE PARCEL 3 OF PARCEL MAP NO A1513 IN THE CITY OF ENCINITAS,000NTYOF N
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE ROUNDED IN ACCORDANCE WITH THE GRADING
RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ORDINANCE.
SAN DIEGO, STATE ❑F CALIFORNIA, FILED IN THE LIFFICE L�
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK OF THE COUNTY RECORDER OF SAID COUNTY
ON JULY 17
ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON OJECT SOILS ENGINEERS CERTIFICATE FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE 1981 AS FILE NO. 81- 226500 OF OFFICIAL RECORDS, Q
ENGINEER OVER THE DESIGN OF THE PR Z
THESE PLANS, HOWEVER, S,ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,
AS DEFINED Z -
THE CONTRACTOR IS REQUIRED TO TAKE DUE PILED OR OTHERWISE DISPOSED OF OFF THE SITE I, E,N, KETCHUM, A REGISTERED CIVIL
ENGINEER IN IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
PRECAUTIONARY MEASURES TO PROTECT ANY BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THE STATE OF CALIFORNIA, PRINCIPALLY
DOING CODE AND THAT THE DESIGN IS CONSISTENT WITH SITE ADDRESS.
W
EXISTING UTILITIES OR STRUCTURES LOCATED THAT HAVE BEEN CLEARED WITH A NEAT AND BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, CURRENT STANDARDS . LL
AT THE WORK SITE, IT IS THE CONTRACTOR'S FINISHED APPEARANCE FREE FROM UNSIGHTLY HEREBY CERTIFY THAT A SAMPLING AND STUDY
OF THE N Z
RESPONSIBILITY TO CONTACT THE FOLLOWING DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SOIL CONDITI ❑NS PREVALENT WITHIN THIS SITE
WAS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS 2123 HUMMINGBIRD HILL DRIVE !) L7
OWNERS OF SAID UTILITIES OR STRUCTURES SHALL BE SECURED FROM THE SOILS ENGINEER AND MADE BY ME OR UNDER MY DIRECTION BETWEEN AND
SPECIFICATIONS BY THE CITY OF ENCINITAS IS ENCINITAS, CA, L7 Z
PRIOR TO ANY EXCAVATION, FOR VERIFICATION CITY ENGINEER PRIOR TO THE DIP ❑SAL OF ANY THE DATES OF 4/1, $ 4,23/85 WITH
ADDITIONAL CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE W
AND L ❑CATION OF UTILITIES AND SUCH MATERIAL WORK DONE F�R -DDATE ' : DA - ,ED 4/26;89, UPDATE ME, AS ENGINEER
❑F WORK, OF MY RESPONSIBILITIES
NOTIFICATION OF COMMENCEMENT OF WORKi r2 DATE 9/27 89 £ _PDATE "'3 DATED 11/20/89 ONE COMP._'F FOR PROJECT DESIGN,
P
CGPY CF THE SGlLS REPORT COMP: LED FRC.M THIS 5TuGY E3 r
6 ✓P ATE S, WITH ✓r ? ECOMEND>a'.GNS, HAS 3EE�� SuSbA4- 1 D Z
CALIFORNIA ENGINEERING CORPORATION
D. LANDSCAPING To TH _ OFF(CF OF TH_ C ITY En • �,E R. FURTHVRMORE I
HAVc" RE VIEWF_p t5= CaRADING P uAT THE 4442 RAINIER AVE'vuE STE. 210
, q � �j�jNL� D
a, SEWERS - SEPTIC - Rr_cov�ti^En1DA7I6 ., !K;_;_UDED IN -,;E LANS ECERTIFY T T E El
L
SOILS REP R , - 1? SAN DIEGO, CA 9212: H- H
1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN r 5 :. = ECT HA, 3 EN 1NCOIR P RA
� E TED IN THE C,RA,D.INC, (619) 281-3!22
- - - -�
b. GAS & ELECTRIC - SDG &E - 1- 800 - 422 -4133 PLANS AND SPECIFICATIONS. r� U I
ACCORDANCE WITH PLANS APPROVED BY THE CITY
c, WATER - OLIVENHAIN WATER DISTRICT - ENGINEER. PLANS SHALL CONFORM TO THE CITY OF �� Y DR. ARTHUR
ADELSTEIN
L)
1- 800 - 422 -4133 ENCINITAS GRADING ORDINANCE AND ALL ADOPTED 351 S. SANTA FE DRIVE, STE. 100
LANDSCAPE AND IRRIGATION STANDARDS, �, ENCINITAS, CA. 92024
d. TELEPHONE - PACIFIC TELEPHONE - SIGNEDi T '" F r
L DHL PHA (619) 436 -0244
1- 800 - 422 -4133
8 - g4
B G'JE� LRNANDEZ M = -
X626 `!� i'CT ❑R RODRI � -c,
e. CABLE TV - DIMENSION CABLE - 471 -9000 RCE NO, R.C.E. NO, 35373 E_" �:.'E� 9- 3C-91
EXP , DATE, 3/3 1 /9 C
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