1996-4580 G (Plans) 1
GRADING NOTES
/(�' LEGAL DESCRIPTION: PORTION OF SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER
NOTIFICATIONS Dewv I ' OF THE NORTHWEST QUARTER OF SECTION 9, T 13 S. R 3 W.
SOILS ENGINEER'S CERTIFICATE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES APN: 264 -101 -25
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, I. /�'V7Y/a�vY,BEe.Fgs7 A REGISTERED CIVIL ENGINEER IN THE STATE OF
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL SITE
ADDRESS: 3453 BUMANN RD.
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN MECHANICS, HEREBY CERTIFY THAT
A SAMPLING AND STUDY OF THE SOIL OLIVENHAIN, CA 92024
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ON THESE PLANS, HOWEVER: CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY . OR UNDER
MY
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM DIRECTION BETWEEN THE DATES / -S -9C AND /- /` 9G ONE COMPLETE AMC 0AIE
6Q0!/T OWNER /PERMITTEE: DENNIS FRANSON
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY / LAP
3453 BUMANN RD.
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 029 /A/AGE /7TH/ Q OLIVENHAIN,
CA 92024
RECOMMENDATIONS, HA5 BEEN SUBMITTED TO THE OFFICE OF THE CITY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES ENGINEER, ALONG WITH UPDATE LETTER DATED N/A FURTHERMORE, I
2&
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S `
2. THE SOILS REPORT TITLED 'REPOPTOFGEOTECHn/ /CAL /NEST /6A11ov RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO RECOMMENDATIONS H INCLUDED
I IN THE SOILS REPORT Y FOR A THIS E PROJECT HAVE SECT /DAl :4 -A
- 3453 6UHIANN pOAO, ENC /t PREPAR CAL /FOeN/A - CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR f � �
PREPARED BY GEOTECH v /C5, BEEN INCORP 9TED IN THE GRADING PLANS AND SPEC S. ESTIMATED QUANTITIES
STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND /V.T.�'i.
INC. DATED TAtiI. (( r99& , SHALL BE CONSIDERED AS A a
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF SIGNE ' // � SHY
f`. CUT �320 0 q.Y.�
WORK:
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS � ��
CONTAINED IN SAID REPORT. A. SEWERS - CSD 633 -2770 RCE NO.: x/0333 NO C3411, FILL ..320 C. Y.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF EXP. DATE: 3-3/ -99 SECT /O/V C 'C 2 IMPORT
0 C.Y.
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - (800) 422 -4133 r� D /TCHM fG�
E
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE C. WATER - OMWD 753 -6466 /O /- �'4 1
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN r... -• -- O v 00 Y A A S�QFA� EARTHWORK QUANTITIES
ARE ESTIMATED FOR PERMIT PURPOSES
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - PAC. BELL (600) 422 -4133 i Q P QUANTITIESLMAYAVARYODUE
TO THEORETICAL
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE _ _ S89'47' 14'M 317.76' 2 2
GRADING. E. CABLE TV - DANIELS 728 -5002 - - - - - Gl-'
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 f - - -
- - - - - - - - - - - - - - - - - -
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. J
- �� - ENVIRONMENTAL NOTES:
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE: (619) 633 -2770 �`,r- ...........
..... •- •••- •••• •• ' r
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR / " " "" ------------------------------------- - - - - •• " - -" ....
( 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 19%
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR BUMANN PHONE: (619) 633 -2770
ALL WORK PERFORMED __ __ _ _ _ B_ U_ M A N N_ _ _ RO AD A_ D_ _ _ ( EXCLUDING AND EXISTING MAN MADE SLOPES).
INSPECTION. . ROAD �- fa9-
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR - ------- •-- .- _ ..............._.._... 2.
THE VERTICAL H M VERTICAL DEPTH OF CUT IS 3 �; AND THE MAXIMUM
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO - -- "' '' "'""" °- --- _- _----- •_•--- • -_... .... ""
VERTICAL HEIGHT OF FILL IS
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- REJECTION AND REMOVAL. �� �.-- -- _ __ ---'
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER /�' _ - ROAD_ UTILITY EASEMENT-
_ _ 0 .72 ' . 049'
DR A LICENSED LAND SURVEYOR. EXISTRO
! - "REC. 8 -13 -69 AS FILE MO 147674 ' 3. A.) AVERAGE DEPTH - VOLUME OF CUT (C.F.)
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL OF OFFIOIAL-iRELORDS OF CUT AREA OF CUT
(S. F.)
B.) AVERAGE DEPTH = VOLUME OF FILL (C. F.)
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE -�2 I OF FILL AREA OF FILL (S. F.
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND EROSION CONTROL
FEDERAL SAFETY AND HEALTH STANDARDS, LAMS AND f - � c - - �= -
REGULATIONS. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DENNIS FRANSON 1 v
-°> v_1 �uJ <x��x.- w,xJ' max.. •.
C/0 DAVID BURKS AT 633 - 1734. �� , - - �;,,.
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) I OWNERS CERTIFICATE
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE - M1
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE -- - I
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
.�
yfMk -y /UFGtES'�42/I
2 afA
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL
GRADING
'" Z a , `` _ - -� ,C , ACTIVITY AND ADVISE OF THE COMPACTION AND STABILITY OF THE SITE.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF X _.,.. ' ;
} ""
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
E
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, -' _ SDG`&E EAS
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED l . /�
�(° a ' l
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. - I p 204 4 OF OFFICI
L R EC. 1 -9 -70 AS ILE N0 ECOR '� _ ti o '�UR A fa DENNIS R E
RANS uO..Aa� DATE` b
ADVANCE BY CALLING (619) 633 -2770.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES X r @ 5 F rG ON
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER 2 -
-- Of 3453 BUMANN RD.
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE AFTER EACH RUN OFF PRODUCING RAINFALL.v_ w -� OLIVENHAIN, CA. 92024
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL EX /ST oHtwo E �' o ^\
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO 78 -s
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 78
OPERATION. WHICH MAY ARISE. t�,
I u J ° - u _ g 5 D 5EGl1 LEG
- --- _ _ _. END
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE R -
- D(� � S. D. R. S. D. =SAN DIEGO REGIONAL STANDARD DRAWINGS
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO Kl' - - -
-- FEA
- o i3 - f �.C•
�. _
PROVIDED STATING: "THE GRADING UNDER PERMIT N0. j � -- - - - - -- C S.D.R.S.D.
4580 -G HAS BEEN PERFORMED IN SUBSTANTIAL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED X 1 ITEM
N0. SYM
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON GRADING PLAN SHALL BE INCORPORATED HEREON.
THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE - ~ _ PROJECT BOUNDARY
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
-
WHO CERTIFIES SUCH GRADING OPERATION. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK O
s
DAY. + = 2� J _ . _x. PAD D N �'� a EXISTING PROPERTY LINES - -
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED X 1 -
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE w J ..... ....._.........
- _ R' IUD EXISTING CONTOURS a300
0
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN ;
AND BACKFILLS AND COMPACTION OF ENCHES. HE SHALL PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT v _. -
PROPOSED CONTOURS 30 0
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. W
PROPOSED SPOT ELEVATIONS 313.8
y
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 1 I Z ;r' mm FL
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE X
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR EXIST. HOUSE TO
2EMDUlD.- - �� PROPOSED GRAVEL BAGS
TO � MA/UE27FD
-...i - _ o
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH � J I - .- .. /AILDANAL'L'��1A�U�/
/T � _NA`I _ -.. - _._- _ __ _ �
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
PROPOSED 2:1 CUT \FILL SLOPE
I 1 3F. X' UN NfN0U5E. /I 2 :i UT \FIL
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE g
ARE SUITABLE FOR THEIR INTENDED USE. OF CALIFORNIA DEPARTMENT OF CONSERVATION. (SEE MAI DGd(�' ", ' r � �
- - -- 1
X - --..-- ,'�!._ ! S L _}, __ ?IIO _ -- � _; �" 1 1G RIP -RAP (ND. 3 BACKING) �
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED LL - - (3'X 3'X 1'THICK W /FILTER FABRIC)
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING 3(� / F 3 313.5
i OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID EXIT `
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE Q i FILL 3 0 P
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 3'MGtl. � - c : '
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT BERTHING aCl _ 1
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN - • o W p
STABLES (TYP -) `�
3 AD - ° ? � � 1p
INSTALLED. I N - 314.0) -- 4
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND zr5' 15% xJ X J �"' f g A p 1
4.0' o/A AGG, a EO 017-C,11 FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD G� AGO,UG E vT /PE GE VGlH
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE J �fi �. 0 6✓ /F2T
- F B �p �� 7 ACaG.
UU - ---
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE EXIST. TREES 9(j' CE
TO BE REMOVE O y f = � �i2y � - � � � � �
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL ��' HP - (J(O
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM - 2 "
RIP -RAP 3'X 3' � 9j F/LL eE2M
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 310
FABRIC (TYY 3 2�
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 1' THICK W-P J FL (FILTER -- - / Id1
PLACEN FILLSINNSTRICTTY TO 3 x FL
r�e �raarc
ACCORDANCE WITH SPECIFICATIONS. J PR - F , a 5ECROM B - B
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH I (TyP`) MousE �- 3 A10 F
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS �� NCO II R7D'�
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE }( I / .�G ' s f f►S y °
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY p i i ' r o m
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER o P T ' 'A m
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE P �G� ROCKING HORSE 1 I / -- d DECLARATION - OF - RESPONSIBLE
CHARGE
o= sas= vm:see= (7
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED FORTUNA P CIRCLE s ' g ; - HP ., - - -
-- - z a
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN / ` �• ±i_ -_ °�' I HEREBY DECLARE THAT I AM
THE ENGINEER OF WORK FOR THIS ¢ �m
ACCORDANCE WITH THE GRADING ORDINANCE. ��qy� ROAD 3 I ' B R OW A E ° PROJECT. THAT
I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE w c n
DESIGN OF THE PROJECT AS DEFINED IN SECTION 8703 OF THE z N
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL �6 JACK "y I / / LID BUSINESS AND PROFESSIONS
CODE, AND THAT THE DESIGN IS CD a S=
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF CIE I . - / / J CONSISTENT WITH CURRENT STANDARDS.
w m ;W
THE SITE BY THE CONTRACTOR 50 AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE �Q MAYOHO DE ( r I i / /` / I UNDERSTAND
THAT THE CHECK OF PROJECT DRAWINGS AND ° N zi
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF = <pNF Ix Y / �/ . ;- L7 SPECIFICATIONS
BY THE CITY OF ENCINITAS IS CONFINED TO A cn m a
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND Q I '
SIT L REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF a ? toy
CITY ENGINEER PRIOR TO THE DISP05AL OF ANY SUCH MATERIAL. - - H m MY RESPONSIBILITIES FOR PROJECT DESIGN.
0
2 IL 3 a¢
Q Cl f CD � � �/� /� Qp�OFESSjp
( a WAYNE P SCO. RICE 29577 DATE tie�Q�� A . 10
_ -
' - PASCO No 3 No. 29577 0 z 6i
/ Mi'31' li+S'E 31 8.89' 535 N. HWY 101, STE . A cr a
VICINITY MAP 4P AI 2114- /o2 -01 SOLANA BEACH, CA 92075 Exp. 03/31/99 z
DQTF.' �h NOT TO SCALE CNl� Q
A. F�ISCO �CCE 2f6 I �� OF CAl E w
1 n z
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REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT MHSDBY D CHEC eY APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w°aa
coo
/ COUNTY BENCH MARK � O.C. 0073. APPROVED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND D APP VED GRADING
AND EROSION CONTROL PLAN FOR:
' CHIS. SO. IN TOP OF HEADWALL
HORIZONAL 1' - 20' 6Y:
LOCATED AT S.W. H OR. EL CAMINO Claac� '-� DATE: L�I6�9G BY: L. BY: Y FRAN B I R T H I N G STABLES
AS - BL!!L '� �' = rca DEL NORTE &RANCHO SANTA FE RD. ��G�- �../ -- ���kU •'- 4'S8�"�
VERTICAL N/ A DATE: K � t99 R.C.E. N0. 29577 DATE: 3- / / -� DATE: 3'l - �,4N0,PES /DE�I/CE�2/�I/�
0
" RECORD: CNTY OF S.D. VERT. CNTRL. Cf�B-,�Bi46 WAYNE PASCO EXP. 3 -31 -99
ELEV: 119. 476 DATUM: USC &GS WORK PROJECT NO. 1 2G SHEET I OF 1
PE 649