1989-9492 G (Plans) I
I
WORK TO BE DONE n
A. GENERAL V SOILS ENGINEER'S CERTIFICATE
v
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL
I DENws E, 7_wwm*AwA.v A REGISTERED CIVIL ENGINEER IN THE
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE r A V
- - - - STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF
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STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR i UI SCOPE l
l ', MIN A APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND
r C pf 1I A \\ OR UNDER MY DIRECTION BETWEEN THE DATES 6 -9 O AND e - 20 - .
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE FILL SLOPE
(2 , MIQX 1 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,
GEcJTECHNICA,L.INVE5TlGA`norl EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6' AND THEN COMPACTED TO _ WITH MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF THE
2. THE SOILS REPORT TITLED GUID5RcD PRoPE�`c PREPARED BY A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IX IS7ING
CONTOUQ - - - - -- -1 `' 0 " CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS
W E5TEiN 50M FOURdf1GN DATED SHALL BE CONSIDERED AS A PART PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH 11 p
/ AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS. ROPOS0 CONTOUR ✓ FOR THIS PROJECT
HAVE BEEN INCORPORATED IN THE GP.ADING PLANS AND
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. SPECIFICATIONS.
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO - XISIIW G UNION
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF
SIGNED: DATE: _ -
/`�
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN EXCAYATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS ROPOSED LUN - -
- - - - - - - - - - - - - - - i
STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE DIPECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATfER EXPOSED OR WIINED BROW DITIM
RCE NO.: C2r& rw76 EXP. DATE: 3 - 3/`52-
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL
BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. IP �
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT A 11 A [[ W /�J u 11
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE RAIN SWALE
l G 'i MIIN. J - -�- ~- �
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR
C l�Sf
GRADING. - - - - - -- i �
SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED
APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS MEMIN
ROPE LINE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO
- - - - - - - - - - - - - - - - - - - - - -�
0
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY THE DISPOSAL OF ANY SUCH MATERIAL.
A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 1JMIJ n��c GS -_ ---------- _- - - - - -_ - per° Jf CIVIL Q
D. LANDSCAPING
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7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS
ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF
REGULATIONS. ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION
G. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 /2) MILE OF A STANDARDS. NER 4 PERMITT EE o__leLlLl.j1,.�1L DECLARATION
OF RESPONSIBLE CHARGE
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES
OF 5:30 P.M. AND 1:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED
I HEREBY DECLARE THAT I AN THE ENGINEER OF WORK FOR THIS PROJECT,
lll1Q [dQ0 I L WE� HEREB`( CEQTI F`( TR d I2EGItFTE'IZED THAT I HAVE E XIMCISED RESPONSIBLE CHARGE OVER THE DESIGN
OF THE
HOLIDAYS. BETWEEN OCTOBER 1 AND APRIL 15 . L�ILS EIJGINEETZ 02 C1,OLp61 HAS E ME' laR PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND
9.>f 10. 1 5 EE A17D1"CI0fsIAL NQT�j "rHIr 'JI IETrT 4 5 OCEAN VIEW A& WILL 13e qe wN7=P To OVERALL. PROFESSIONS
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT
W CAUFORUTA 92024 612 IWG ACrm- Td�I 40V ON THE STANDARDS.
B. NOTIFICATIONS E. EROSION CONTROL 619) 753 -3354 R ��` eLI I�L_DF Imo? �iTE . I UNDERSTAND THAT THE
CHECK OF PROJECT DRAWINGS AND
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 1. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT JOHN GuID ERn AT
SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED U A SEARCH OF AVAILABLE 753- 33 S4 �� w ^ �� ONLY AND DOES NOT
RELIEVE ME, AS ENGINEER OF WORK, OF MY
RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES J OHN 61110 C - RESPONSIBILITIES FOR PROJECT
DESIGN.
DAT1=
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT -
L OG.1 6N6/WEER /,VG
:.LL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SMALL BE •
THE CONTRACTOR IS REOUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID ECiAL DESC
- • 465 f ST. Sul .1
E
ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. POtTIR O F LOTS
30 I OF 3 5U. NC /N /T - 97 2¢
THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID [ �� f u� aA �� i ����1ryy1� ����ppr�e� PE D�Iry:, 0N5
5HdL.LGOt�AM�L(Glr 9 � y d47¢
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHnIIT THE A{RINYU
NI.1.t7 PER P N. 1791. 11WTI A. P12154;e W& Nt:W ING HA6 13MN HELV 3 Z9 - Q/
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: APPROVAL OF THE ENGINEERING INSPECTOR, a O Lep rre WI'TU •Twe F xl1OWIMG
PE�]PLh em- 5;eNT: BY: _ DATE: f
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING A•P N • ' I5Z OZ y 42 l►We)FeC,'Ta1Z � CI'%Al_ Ef4G11JIEE2;
50 1L.- 1 5 E NGLNERV -I
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF I'GN T2AG'tarZ .b.NO PE'�AJITTeZr..
A. SEWERS - e - 44 - S , 07e ENGIK1TAS fipNlT f�I�iTZIG`f PARCELS 2 J 3 OF T PM. 89-012 v.&viw ME>✓ru•(G ttk&L.L>� -6
a�LE0 RCE NO.: 39726 EXP. DATE: T2 " -99
PRODUCING RAINFALL. WT11 TwC- 07" ( XT LFsAE31• 48 i,IOLWQ IN AVVbNCEt7._
S. GAS i ELECTRIC - 600 -42Z -4133 5. D G. ,` E. I
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS JQ. 11•►y�T E'fEY D ON 71 FQUL�11?d -f1QN
d1ZE TO
C. WATER - 753- 1145 15.4" DIEGI -11T0 Kls�+ - T�rZ 1�111T2IG`i- MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION
�-P- ?.aV1f121✓L2 epY THE )d111.LS7Jt,*
OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. LLhML. 12ELEIPT CYF 71-4E3 RCK1C -A4 GR,dt7fNG aYMCYAL- _
D. TELEPHONE - e00- 422 -4/33 PAGIFlG PJELL I+IOTICE p�P(LOPQ.IdTEL`( tpt A 3D Lb7 THe FUI' ic,
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY RE ADDRESS 1elORKai E*4&1NE-E¢tNCo tw5PECfncz. C
78
E. CABLE TV - 600 - 4133 D 1 G�L��ISlotil PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS nrrA
0 12.31 D8 '
CREATE A HAZARDOUS CONDITION. 45 I0.. VI M- AVE
'f 4
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO CADIA 9 qq F CkL
BEGINNING ANY WORK ON TH13 PROJECT. PHONE: (619) 944 -5070. \ `
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN 1 �•*• ZO4•� OF Cki'•�„
SHALL BE INCORPORATED HEREON.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. S. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
PHONE: (619) 944 -5070. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION
WILL BE SUBJECT TO REJECTION AND RFMOVAL. FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END
C. GRADING OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
1. ALL SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED
ENGINEER OR UNDER HIS DIRECTION. ME SHALL INSPECT AND TEST THE
AFTER EACH RAINFALL. c sff[
EXCAVATION PLACEMENT AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE y
L k ili F l A s -' ENV /RONMENTAL DAM
REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL COVERAGE OF GRADED SLOPES 190% COVERAGE) PRIOR TO NOVEMBER 15, 1HE SLOPES
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT SHALL BE STABILIZED.WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH
• STEEPEST 60$.T /W NA7ZA0 , SL OREONS/TEi /Z % t
INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER MIS SUPERVISION AND THAT SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
_ • MAX /MUM VERTICAL AEP7JV A� CUT= 4� il
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN OF CALIFORNIA DEPARTMENT OF CONSERVATION. z • NAX /AKAM
YEntna otprAw F/LL w
ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND
a,. • AVERAGE DEPTH OFCUT 400 G y. �j7) : 4WD 5f = eO
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
.AVERAGE DEPTW OF FILL s MOC (e7) - 7,800 5 = Z, 9' Z
2. THE CONTRACTOR SMALL PROPERLY GRADE ALL EXCAVATED SURFACES TO EA R TNWORK PROVIDE POSITIVE DRAINAGE AND PREVENT PONOING OF WATER. HE SMALL CONTROL SURFACE
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO L
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT CUT 4.00 C C,
EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE p Q)
AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. F . U 50 C v +
11
IMPORT 450 C Y ± VI�1NI1�
1-
*� IMR)eT TO M OBTAIN &D FROM ROAD EXCAVATION u� �� '�-�• z
COMMUNITY DEVELOPMEN I DEPARTMEN C OAL? PL
FOR PF( I; C OAL? 9492- R CON -511E)
C �P, , ;2 . EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND W
ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL
QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRIKAGE AND /O w R
z
SWELLING FACTORS. Z
GPQOVED PJY A C-
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS PUBLIC
WORKS DEPARTMENT y DRAWING NQ. W
6RA55 D15C @ 5.E.. &Z OF BW(D6E IN PL N PRR'F'ARED UNDER SUPERVISION OF RECOMM DE APPROVED `
I t _ QIZ
S �EWALK @ lE(1CL�DIA BLVD. OVEQ �" = 20 DATE 0 -1 -90 BY: M ,� �` LI ��Y Eu I R D�� JZ
w I -5 ( #O.C. 173) HORIZONTAL -"'L RA n O O12 �` N�Q _ R.C.E. NO.: 9
726 6�Z3, -9•� (v')
ELEV.= 174.529 U•$ •C.�'B.S. VERTICAL ENGINE R
EXP. I I- j7A_zre �a - � WORK PROJFL NO. I SHEI=T 1 OF ?,
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is /$0.00' /PG. 00' 97 G9' -
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ON ALL EX D Sl MES.
Zo 120' _ 6t - IN 'O I� I� 2 T TRfEMC14D 70 PAKY X4TER ,r'R M
B D A l 1. V SCALE FLOW /MG OVER THe mM5 OFSLOPES.
U ND D � I
MALE; 1" 40'
15 ,9CCES3 EA6EMENT
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REVISIONS APPROVED DATE REFERENCES DATE �( SCALE SPECIAL DunicT APPROVALS CITY OF ENCINMA8 PURL ", WORKS
DEPARTMEN I DRAWING NO. W Q Q�
RA55 DISC @ S.E. FKD of ORMC lM PLANt PR OARED UNDER SUPERVISION OF RECOM END D APPROVED N ERD5I C 01T
L - TIM.
5110MALk @ MCADIA BLVD, OVERPA65
w /I -5 C 173) HORIZONTAL 1 _ DATE : �'� 6 BY: T PW � �,uism 89.012 UU -= 17 .529 U.5.C.
G.S. VERTICAL N/A R.C.E. NO.: Cf 3 -'l s L�A DA N EXP• 31 Trz DATE WwRK PROJECT N0. OF
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