1993-3687 G (Plans) GENERAL NOTES.
l_ E GE ND
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD STD. DWG. r
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CUT SIU'E (P:1 MAX.I ........................
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM EILI. SLOP (Pi1 MAX.) .......................
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR d►
E INSPECTION.
M A rLfo �0 -1- 93
DRAINAGE SWAL (1X MIN.) EARTH ..............
,ANjp A,90 41 V R
2. THE SOILS REPORT TITLED OPEil 0PAC AUJOI'H IN 6 LOT 3°) TRACT 39 low f X I ` T I NG CONTOUR .....
DATED A0SL)6T 24 1993
BE CONSIDERED A'S A PART OF THIS GRADING PLAN. ALL GRADING�SHALL BE (iA(LIGHi tINE ...............................
S
IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT.
PAD E LE VAT IO N ...............................
EX /ST /AlC� FENGF
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES,
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN
'
PROPERTY i- I N E SLOPE
STREET RIGHT OF WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE
SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING ENVIRONMENTAL DATA:
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT LOT 39 ' TRACT 3
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONE)I C-X15TI N6a, I OR
TO GRADING. I Steepest Existing 'Natural Slope On -Site = 2:1
6 WH I CH I S AND 6ENEBAL NOTES CON 2) Maximum Vertical Depthof Cut = 5 '
BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
10. PRIOR' TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 3) Maximum Vertical Depth of Fill
= 5 '
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH
4) Average Depth of Cut = 5'
AND REGULATIONS. ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE- HALF (1/2) M I L E OF A WITH REGARDS TO THE HAULING OPERATION. 5)
Average Depth of Fill = 5'
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS, AND CITY
RECOGNIZED HOLIDAYS.
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF
Y AN AS- GRADED CERTIFICATION SHALL BE PROVIDED
SECURITY, I ';!
9. NO GRADING OPERATIONS SHALL COMMENCE.UNTIL A PREGRADING MEETING HAS STATING: "THE GRADING UNDER PERMIT NO. 3687G HAS BEEN
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED
CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ".
THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF
HOURS IN ADVANCE B`( CALLING X019 &33 -2-7_7 0 THE CIVIL ENGINEER WHO CERTIFIED SUCH GRADING OPERATION. -
LEGAL DESCRIPTION:
LOT 39 OF TRACT 3967 11-1 T14E oTY0P: ENCI N ITAS, COUNT`(
EROSION C 0 N T R 0 L: ° o �1 °`H o> F- Ca ' �-110 1� ��o� O f--I 1 1532
NOTIFICATIONS: It, 19ato
1 . IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DA 4 - H fl f4^f A.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND AT (619)_632 - 7ZZI _
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT S I
T E ADDRESS SO/ C A LLE SAN CAUL
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO E1VC /iV iTA S CA 9ZOZ 4
EXISTING UTILITIES EXCEPT AS SHOWN ON PLANS, HOWEVER;.THE ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
ANY EXISTING UTILITIES OR STRUCTURE LOCATED AT THE WORK SITE. IT IS CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
THE CONTRACTOR'S RESPONSIBILITY TO CONTAC THE FOLLOWING OWNERS OF
SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE S S S S
S C E L_ N U M B F R
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF APPROVAL OF THE ENGINEERING INSPECTOR. A E O R P A R
I
COMMENCEMENT OF WORK: l
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING l
A. SEWER - CARDIFF SANITATION DISTRICT (500) 422 -4133 ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF
j
PRODUCING RAINFALL. O N E R /PERMITTEE : !
B. GAS d ELECTRIC - SAN DIEGO GAS d ELECTRIC (SCXa) 422-4133 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS
9A VI D BRAN
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT 753 -6466 MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING 8o
- I C A LL E SANTA CRUZ:
OPERATION OR UNFORESEEN CIRCUMSTANCES WH I CH MAY ARISE. Eivc //vrrA5 Cam► 9202¢
D. TELEPHONE - PACIFIC BELL ( SCE) 4 22-4t33 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
E. CABLE TV - TM CABLEVISION (20o) 422 - 4133 PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
WATERS CREATE A HAZARDOUS CONDITION.
2. CONTRACTOR SHALL NOTIFY THE-CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) G5 - 271-70 7 M PER THE APPROVED GRADING PLAN
SHALL BE INCORPORATED HEREON . S O I L S E NGINEER'S CERTIFICATE:
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. C •'
PHONE: (6 19) ( 22 ALL WORK PERFORMED WITHOUT BENEFIT OF 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
I 111" / R• K REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA
INSPECTION WILL - SUBJECT TO REJECTION AND REMOVAL. FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. O N E R S C E R T I F
I C A T E PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY
CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END TF) �S IT ND MADE BYXM�EO'Rs 11D� Y
y L1Y D I RECT I ON BETWEEN THE DATES OF
OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST GI ONE COMPLETE COPY OF THE SOILS
EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN
AFTER EACH RAINFALL. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY SUBMITTED TO THE OFFICE
OF THE CITY ENGINEER. FURTHERMORE, I HAVE
AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE REVIEWED THESE GRADING PLANS A ND CERTIFY THAT THE RECOMMENDATIONS
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE INCLUDED IN THE SOILS REPORT FOR PROJECT
HAVE BEEN INCORPORATED IN THE
GRAD I N G : COVERAGE OF GRADED SLOPES (90 COVERAGE) PRIOR TO NOVEMBER 15, THE GRADING PLANS AND 5RECIF-
4CATION 5 6 •
SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN
ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL '
1. ALL GRADING SHALL BE 01? 5669 W AND TESTED BY A QUALIFIED SOILS i ' .�
ENGINEER OR UNDER HIS D I R E C T I O N . HE SHALL Q.B�ERVEAND TEST THE O �ES�IGIy y � D
HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. . C4 T3 SIGNED f
�' F
� � °2
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKF I LLS AND DA�/I t> BRI t R . C . E . NO . ���
� LJ
��
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE S U I T A B I L I T Y OF ANY FILL MATERIAL. UPON �0I �ALLE SANTA GR UZ 30 EXP. 6
1=NGl H l - (.�,5 C^ X2024 EXP . DATE
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT 065F_PVATIONSAND No. 16351
UN TESTS WERE SUPERVISION AND THAT IN HIS 430 •- 5<a4
OPINION, ALL WERE CONSTRUCTED IN DECLARATION O F RESPONSIBLE CHARGE
S CIVIV
ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS I HEREBY DECLARE THATIIWTIE ENGINEER OF WORK FOR THIS PROJECT
TgT EOF V00 •
AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO THIS PROJECT AS DEFINED IN SECTION 5703 OF THE BUSINESS AND
J
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH RAM/N SITS
N
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIE5 OR TO CURRENT STANDARDS. Q NC//O � o
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO CH A A �2 �C '�' E ARTHWORK QUANTITIES
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 4 S G
DRAINAGE AND EROSION CONTROL MEA�URE.5 H,4V1 g�N I NSTAL_L -E L7 REVIEW ONLY AND DOES NOT RELIEVE ME . AS ENGINEER OF WORK . OF Q
CRU
MY RESPONSIBLITIES FOR PROJECT DESIGN. ;� Q EARTHWORK QUANTITIES ARE ESTIMATES ONLY AND SHALL BE USED FOR
d
( 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BONDING PURPOSES ONLY. CONTRACTOR
TO VERIFY QUANTITIES FOR
BE PLACED IN ACCORDANCE W I T H STANDARD SPECIFICATIONS. ALL VEGETABLE � � w ^ _ ' ` � • - l Q \ � 1 1 " 5T Z . V 0 � ¢ O B
I D D I N G PURPOSES. f,
MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR DAVID A. HRMMAR R . C . E . NO. 3 47757 E XP. . DATE : 9-30- 95 U
FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL 2
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND . THE H UMSAKER f ASSOCIATES SAN DIEGO INC. G' CUT SLOPE
= 2 : 1 MAX. TOTAL FILL - 250 o C. Y.
0
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN 10179 HVENNEKENS ST SAN DIEGO CA 9ZIZ1 (6ol9) 558 4500
FILL SLOPE 2 : 1 MAX. TOTAL CUT - 25o o C. Y.
COMPACT E_D TO A M I N I MUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR 1(I C I N I T Y MAP �
it
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN
STRICT ACCORDANCE WITH SPEC I F I CATIONS . �=-�� /j
ED$/
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO�
PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF �� k HA��
EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS
DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR�� 7 M.
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED k=xl, IrS 9/30/ 95
SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES
SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
0 V1 �` y - .. 0
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE ��� .`; r� z
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE W
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH NEAT LIJ
AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF 6- Z
LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 01 0
RE VI S IQNS APPROVED DATE REFERENCES DATE MARK SC',ALE COMMUNITY PM - pE APPROVALS C EN I I DEPARTMENT
NT z !I
C�/ELO ENT --� CITY O EN INITAS G NEER NG D E DRAWING N0. W
OUNTY BENCHMARK r0.C.0073 -CHIS. PLANS PREPARED UNDER SUPERVISION OF RECOMJVIENDEA APPR VED c
0. IN TOP OF HEADWALL ► SOUTHWEST ✓1 / BY - G G S FOR �JCoB� G
OR. EL CAMINO DEL NORTE RANCHO HORIZONTAL DATE 8 -4 -93 BY: , ._.
•
ANTA FE RD. COUNTY OF SAN DIEGO SLOPE REPAIR
ERT I CAL CONTOUR � ���
. Ai /A R.C.E. NO. 347,57 /D- �yY 3 -
. VERTICAL �•�• /0�(� q�j DAVID A. HAr�r -►sjR DATE: DATE: � ��(3
LEV. ■119.476,. DATUM■U.S.C.&G.S. LOT' 39 TRACT 3967 S HEET
DATE EXP. 9 -30 - 95 WORK PROJECT N0. ( OF Z
GRADING PLAN COVER SHEET- 1 1 1510.1151 PF1 5032 1201 24- 8eP -90 02 tN / 003 -2-1�lE>
141370
HYDROSEED MIX "A"
S EED LBS. /AC.
I. O'CONNORS LEGUME 12
2. WHITE ALYSSUM 3
3. PURPLE ALYSSUM 4
4. GAZANIA 6
5. ACHILLEA. TOMENTOSA 0.5
6. VERBENA TENUISECTA 2
/9f. / 7. CALIFORNIA POPPY 1
` ---- -��— 8. LUPINE (NANUS) 5.
\ 9. LIMONIUM PEREZII 5
10. EUCALYPTUS SIDEROXYLON 0.5
c" 11. EUCALYPTUS CITRIODORA 0.5
SEE wG. 36 ` ; a��s�� \ c,go "r < TOTAL SEED 39.5
FOR REPq /f� G ~' aQ I c co,
OF SLOPE FA /L �� Q F ` s G,gr���/cr/oA,
uRE A\ 1500 LBS. /AC CELULOSE FIBER
rH s r s� 200 LBS . /AC 16 -20 -0 FERTILIZER
19 AID l
OF EX / STD ',,oR R a/V ACE
c ' ' �y �R s
�E CaUTLET - , \ - 4�� /
/
O,e rAi /•2 010E U
\ FR
ti
FO
FX,
\ U)
\� r
` �G X2 85
LOT 3°l
8 9.
D
P A
D=
J�
IJ�
'
IF
J
Q
u
MAXIMUM f OF REMOVAL
2.5 : I 51 -fJP� LOWER LtMSTS OF ,tQ
CLAY SEf�M
• PIPE, GRAVEL AND
!% _ FABRIC DRAINS
s►-
�,_ �>> SEC T I O N
A -A
NO TO 5CA L. e
O
x g195 t
C) O
0 =
O F ,�iSl�+cic nrrrnl /rlt i +n tr Orrrr'rtit r c ��n rr BENCH MARK 8CALE COMMUNITY pEvCLO PMENT - D-E SIGNED - D RAWN -- �
APPROVALS CITY OF E NCINITAS ENGIN ERII�tG DEPARTMENT DRAWING N0. Q
C OUNTY BENCHMARK #O.C.0073 - CHIS PI ANS PREPARF I) UNDER SUPERVISION OF RECOMMENDED AP OV E GRADING AtlO
� ROSIO rl CnrlT M-Arl
SO. IN rOP OF HEADWALL, SOUTHWEST _ _ 93 B Y, SLOPE Ft EPR / Ft
Ofd. EL CAr11 1V0 DEL NORTE { RANCHO HOR11ON 1 AI I "= 40 DATE 8 g BY: L_ p-- 39 , 3967
S A NTA O U rY ) E GO FE RD. C N OF SAND GO
LfV.= ► 19.476 DATVM =U. S. G. �G.S, VrR tic All Na FNOINFFH - — DATE: !'� DATE:
A R.C.E. NO.: 3'1
pATe EXP. 9 -30 -9 5 q-e- r--•_ R. WORK PROJECT N0. SHEET OF Z