1989-9086 G (Plans) {L
BLS lN3IN!!R'8 ClRSIFICJI2! INO UO22i
1, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, A. aguaRAL
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT, A SAMPLING AND STUDY OF THE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 2. THE
CONTRACTOR SHALL PROPERLY GRADE ALL EXCAV�
SOILS CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
SURFACES TO PROVIDE POSITIVE DRAINAGE AND P
OR UNDER MY DIRECTION. ONE COMPLETE COPY OF THE SOILS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE
PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND
REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL
AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM
WORK ON THE SITE AND SMALL TARE REMEDIAL MEASURES TO
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
ANY PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH
THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS REQUEST FOR INSPECTION. TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL
PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND 2. THE SOILS REPORT TITLED PROPOSED HUSTON
OFFICE MEASURES HAVE BEEN INSTALLED.
SPECIFICATIONS. BUILDING FOR 230 SECOND STREET ENCINITAS, CA. PREPARED 3. ALL AREAS TO BE FILLED SMALL U
PREPARED TO BE FILLED
BY GEOTECHNICAL EXPLORATION,INC. AND DATED MAY 6, 1988 AND FILL SMALL BE PLACED IN ACCORDANCE WITH
STANDARD
SIGNED. SHALL BE CONSIDERED AS--:A -PART OF THIS GRADING PLAN. SPECIFICATIONS. ALL VEGETABLE MATTER AND
pFESS /pN ALL GRADING SHALL !DONE, IN ACCORDANCE WITH THE OBJECTIONABLE MATERIAL SHALL BE
REMOVED BY THE
RCE NO.:_ 3 4 4 Z Z ^ _Cz B Z OD 7 v' 9( RECOMMENDATIONS wim0IFICATIONS CONTAINED IN SAID CONTRACTOR FROM
THE SURFACE UPON WHICH THE FILL IS TO
M. DATE: jr T O. / 9 BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
9/ /E A. CF F REPORT. r '
r
,r-
�\ 9 y z 3. APPROVAL OF T e'DOES NOT CONSTITUTE APPROVAL OF REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED
m SIZES, LOCATI TYPE OF DRAINAGE FACILITIES, NOR SOILS SHALL BE SCARIFIED TO A DEPTH OF
6" AND THEN
No 002(107 m
1 OF IMPROVEMSN FAIN STREET RIGHT -OF -WAYS. SEPARATE COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE
THE
Ek y'3�l41 APPROVALS AND E T, FOR THESE SHALL BE REQUIRED IN CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER
r l �OrtcF++r4�. �Q*/ CONJUNCTION WIZ VEMENT.PLANS. AND COMPACT THE FILL IN STRICT ACCORDANCE
WITH WRITTEN \lF Of CAUF���j 4 •
GRADING. PERMISSI0 BE, FOR ANY OFF -SITE SPECIFICATIONS.
�" 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH
5. CONTRACTOR SHALL T�ki•- -ANY NECESSARY PRECAUTIONS GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM
CROSS
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS
OPERATIONS. ANYTHING,.(DAMAGED OR DESTROYED SHALL BE SHALL BE SHAPED, PLANTED AND TRIMMED
AS DIRECTED BY
N REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
GRADING. CONDITION. ALL STONE, ROOTS AND OTHER WASTE MATTER
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES
WHICH ARE
OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE LIABLE TO BECOME LOOSENED SHALL BE REMOVED
AND
RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL DISPOSED OF. THE TOE AND TOP OF ALL SLOPES
SHALL BE
ENGINEER OR A LICENSED LAND SURVEYOR. ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN 5. ALL TREES, BRUSH, GRASS, AND
OTHER OBJECTIONABLE
ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE MATERIAL SHALL BE COLLECTED, PILED
OR OTHERWISE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND DISPOSED OF OFF THE SITE BY THE
CONTRACTOR SO AS TO
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
NEAT AND
REGULATIONS. FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 /2) APPROVAL OF LOCATION OF DEBRIS FILL SHALL
BE SECDMEp
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR
TO NO
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. DISPOSAL OF ANY SUCH MATERIAL.
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED
HOLIDAYS.
. a.
LANDSCAPING
µ Na
' •. NOTIFICATIONS 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN
(o "BIDCKSCAEEN 6 "TYFlcG'CdR6 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY ACCORDANCE WITH PLANS
APPROVED BY THE CITY ENGINEER.
($EE dRCNITECTS RAN) PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE PLANS SHALL CONFORM TO THE
CITY OF ENCINITAS GRADING
'3 OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE ORDINANCE AND ALL ADOPTED LANDSCAPE
AND IRRIGATION
ry fi; !� $�0 �' G BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES STANDARDS.
N; 4p �/ ° 9 fi 01 EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON
N63 /5 53 °� i\ Iq ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON
° i� +� `� COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND
(o"TYFI CURBgE + - PYdNTER ' a THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY APRIL 1S.
�5 MEASURES TO PROTECT ANY EXISTING UTILITIES OR
F _ STRUCTURES LOCATED AT THE WORK SITE. IT IS THE
E. EROSION CONTROL
NdN �D
01( ?4 CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
RiRK/N& / E•rML= 4._m cwe:my OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 1. IN CASE
EMERGENCY WORK IS REWIRED, CONTACT RICHARD
G/ o EXCAVATION, VERIFICATION AND LOCATION OF UTILITIES AND
c'> HUSTON AT 436 -4315.
NOTIFICATION OF COMMENCEMENT OF WORK:
/ ~
� 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
Q 774.E P21VC - ^ � SEWER (CARDIFF SANITATION DISTRICT) 1- 800 - 422 -4133 AVAILABLE AT ALL TIMES DURING THE
RAINY $BOSON. ALL
r RETAIN /N�i fNdLLPERC 1 �(ACI�/i W4LL5 (� NECESSARY MATERIALS SHALL BE' STOCKPILED ON SITE
AT
/(&EEARCMIPECTSRdAI) L�1$i `
S AN DIEGO GAS & ELECTRIC 1- 800 - 422 -4133
d�'FIITE PCdN) �/ CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION
A WATER (SAN DIEGUITO MATER DISTRICT) 1- 800 - 422 -4133
PACIFIC BELL 1- 800 - 422 -4133 OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
- v , CABLE TV (DIMENSION CABLE SERVIC 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
Q
VVV � _ LlM1TOF �--- -� - - -- ) '(C ES) 1- 600 - 422 -4133 WITHOUT THE APPROVAL OF THE ENGINEERING
INSPECTOR.
L FIRST FLQ7R� 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 4. THE CONTRACTOR SH1�LL RESTORE
ALL EROSION CONTROL
° DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE
B Q I HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
B �Y CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
0 PHONE: (619) 944 -5070
3 R IV ON 5• THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
O THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE CALLS FOR
.... RANT Q N INSPECTIO . PHON E : (619) 944 -5070. ALL WORK CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY
- -- I ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR
s ,.'' PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE UNFORESEEN CIRCUMSTAMICES WHICH MAY ARISE.
ry1 I SUBJECT TO REJECTION AND REMOVAL.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
I Z I C. NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
GRADING AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS
CONDITION.
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A
QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE
APPROVED
SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND GRADING PLAN SHALL BE INCORPORATED HEREON.
10' !D / :'' (� ., 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DR81TM
/��.'• Q COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF
4 AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF MO
/p TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
\ / AND WILL DETERMINE THE SUITABILITY OF ANY FILL WORK DAY.
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE f. ALL REMOVABLE PROTECTIVE DEVICES SHOWN
SHALL BE SO
N83 °/5'35 "E SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY PLACE AT THE END OF EACH WORKING
DAY.WHEN THE FIVE'(S)
HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT
-• d r`;. Fm -.- ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN (40%). SILT AND OTHER DEBRIS
SMALL BE REMOVED AFTER
ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT EACH%RAINFALL.
ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE lIft 10. SHOULD GERMINATION OF HYDROSEEDED
SLOPES FAIL TO
PROVIDE THEIR I! ?TENDED USE. COVERAGE) TO NOVEMBER 1 THE SMALL M BE
STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE
WITH SECTION 35.023 OF THE EROSION. AND SEDIMEM!
CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTNEW
��i t%blFArY AXNGIZRY OF CONSERVATION.
\ o! to$� 09 WO QUaNTITlES
ERIbT. RE'T PoLl- 3010 C.Y.
3� FILL' 23 C. V. 4, BLOCK 23, MAP N0. 148 230 S ECOND 94024
1 qy� PROPERTY BOUNDARY EXtg - 27t) 0.Y. A.P.N. 258- 051 -04
Ex/ST PGVEMENT
O L4�AC j'
EXISTING CONTOURS -i. EUSTON GEOTECMNICAL EXPLORATION, �.
210 FOURTH STREET 7420 TRADE STREET W
ts
ENCINITAS, CA 92024 SAN DIEGO, CA 92121
PROPOSED ELEVATIONS
SECTION A Q (619) 436 -4315 (619) 549 -7222 w
BLOCK WALL (AS NOTED) E 1
PRIVATE CONTRACT
t9l CONC. PAVING y s
\ 36190 n elry 4F EAVAM S ENEETE #
A 6 " TYPE ' G' CURB _ Exp. 6-30 -92
// GRADING MANE 1011: s
\I\AD Vo � 12' TYPE G -14 DRIVDMBT ' of cµ f1(/STON
I 2�
A �. IlZ > �Ul[.DYhfG
' h EXIST. PdvEMENT C I TY APMOVED CHANGES lNCI -K MARK ,
CALIi011N1A0001101NATE INDEX _492-1
_
ml \ 1\ _ PlM7R7E„ED SGOF 'l: N.. MAw � ~ Dal OEECANOTION: NAIL ANO TACT IN AC ALLEY a_AmtVEp E
R N
S � w C/TyEN&1NEER
1� ALC.EY / 6CTION LOCATION: M05T 50UTNWE5TERLV f RWe CTY CA�NEi? ■..e. „
VOINITY Md p NECMO /MOLL: G�SUMM a � «... Q�/�J INS
At. 7 ELEVATION: 10.0 ASSUMED iLCI(o V
oAtNEI: M�1PT d.WdRREN RLEP9,Id4 � N..
W
446 No.69 -021 3/!0/39 Fu 0,