1995-4508 G (Plans) WORK TO BE DONE: LEGEND
GRADING
A. GENERAL C. GRADING SOILS ENGINEER'S CERTIFICATE ITEM STD. DWG. SYMBOL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE I,
JeSNee G. SMITH A REGISTERED CIVIL ENGINEER IN THE '�E�� *� S eF,'
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF h� ' :, ,° CUT SLOPE (2:1 MAX.)
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED APPLIED
SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF w,�+ (DASHED : EXISTING)
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
UPON THE SOIL CONDITIONS PREVALENT WITHIN THIS SIT WAS MADE BY C ME OR " J�p, 'x�6w FILL SLOPE (2:1 MAX.) ----- -------- - - - ---
REOUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS UNDER MY DIRECTION BETWEEN THE DATES rl
-CO. 97 AND
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS ONE COMPLETE COPY OF THE SOILS REPORT CJMPILED
FROM THIS STUDY q_ 3� i PROPERTY LINE -
2. THE SOILS REPORT TIT - -B1 PREPARED BY 5 D/ LhTEe,7C- j OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN WITH
MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE ( -
DATED II.2o -$q SHALL BE CONSIDERED AS A PART OF THIS ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS CITY ENGINEER.
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS
GRADItJG PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. AND CERTIFY
THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT DP EASEMENT LINE -------------------
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
/
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO SPECIFICATIONS. (� /� - �/(o EXISTING CONTOUR
-
3. APPROVAL OF THIS PLA14 DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
( I S FINISH CONTOUR - - - - - -- -- - - X30
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO SIGNED
- DATE: �- lc� ��
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS
C� r
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN RCE NO.: 'YI r/rpJ' 7 . EXP. DAT �iP 3O
, f��7 EXISTING GRADE -- -- - - - -- - - - - -
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. INSTALLED- le 9. 50
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
FINISH GRADE --
--------- - - - - -- -\
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
DRAINAGE SWALE ( . 1 7. MIN.) - - - - - - - - - -
EXISTING PRIOR TO GRADING. CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED.
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM DECLARATION OF RESPONSIBLE CHARGE DAYLITE LINE--
-
-------- - - - - --
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE
I HEREBY DECLARE THAT I AM THE AP WORK FOR THIS PROJECT,
SURVEYOR. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PROJECT 649
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE T199E,
AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES I UNDERSTAND
THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED BY
THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
AND REGULATIONS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY RELIEVE ME AS ENGINEER OF WORK OF MY RESPONSIBILITIES
FOR PROJECT A C. BETLM
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR (- T -
CPE A� - -- - �G- �j, - - --
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED DESIGN.
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES
DRAIN PIPE (P' ✓C.OR ADSi _ -
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
RECOGNIZED HOLIDAYS
5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE
`
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
- //
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR NEAT ACID FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL v
, -
AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER *V)4
- - ` °* r7� DA
t2 - - /.r ° FII.T�I�
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. (• -
„��,�•�^'"'4� Y�,I _ �
V LOPER SHALL !V /A `I ✓', NO. : GLJ. ° I� EXP. DATE )2' tee}- , i c y �i A!A VW N I�ir P
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY D. LANDSCAPING ,
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DE E ` C1
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 71� °l�yl` �t/�1}ITG'GTJ� ill) a
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL I J r tt HFT�P� GT SAS+ bJ
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER M.'.Y IMPOSE WITH
REGARDS TO THE HAULING OPERATION. �U1�I J gesp \ y>
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY,
AN AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING OWNERS C FRTIFICATE % ���/� OWNER & PERMITTEE:
UNDER PERMIT NO. +C�0$ CyI HAS BEEN PERFORMED IN SUBSTANTIAL
CONFCRMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE E. EROSION CONTROL E
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGIN OR GEOLOGIST G
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 161"� EA rOt-t AND ADVISE
ON 71LE COMPACTION AND STABILITY OF THE SITE. /
OPERATION. AT ((oil) <o1 -5q ,�' u -,� 0) 404:3 GA. 4 72_jrL-
B. NOTIFICATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE ;' /! / J , DATE
AVAILABLE AT ALL TIMES DURING THE RAINY J. ALL NECESSARY NAr=I�rz TJ S /rtG,�{ SITE ADDRESS:
382-7 GDPPC?� � ✓�T
1. THE EXISTENCE AND LOCATION) OF UNDERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
r 32►5 e>AVAF -1AH Ofd
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EMINENT. 6.r?, GA q2I Z� APN:
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO THE APPROVAL OF THE ENGINEERING INSPECTOR.
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK rl'�Ar�
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
'r OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
LEGAL DESCRIPTION:
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND RUN -OFF PRODUCING RAINFALL. 2t- oil
NOTIFICATION OF COMMENCEMENT OF WORK. PA�GBt- yJ BF P• /'I. /�}-�^ j `�
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
A. SEWERS - IFF / et -d r ,( r'' ( TA 5 OAP-JI7A7_ /ate al MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED
GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY $[
ARISE. _ =
J �o E _ I - ( ¢Q2 - 4'
B. GAS & ELECTRIC - 3�j ,- - y'• B T i i ivlx
>< �.., rz� --
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY �T13$
C. WATER - OLaJEJ-- tHAr! -r v'AT'BP PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED IFF1114
BAD C ARLS
WATERS CREATE A HAZARDOUS CONDITION. � Y,.�o
D. T':LEPHONE -Pa TEL. - 4L/L ¢ X12 IIII
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADIIJC. \p "1 + -- r "' °Q?
E. CABLE TV - PLAN SHALL BE INCORPORATED HEREON. -� - -- 41
8. GRADED AREAS AROUND THE PROJECT PERIMETEk MUST DRAIN AWAY FROM p��l 5WP'V� os ' } k.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
xlsxnE uT.w -i ?s
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 619/633 -2770 1 � Wy,OY �u I �., �„ }- - -• �,
t ,I ' 11
_ 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
3. ffi4fE EONTRaACT@R SHALL. GIVE 24 HOURS NOTICE ON CALLS FOR THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY
INSPECTION. PHONE: 619/633 -2770. ALL WORK PERFORMED WITHOUT FORECAST EXCEEDS FORTY PERCENT (40 %) . SILT AND OTHER DEBRIS SHALL'
BENEFI - T' OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. BE REMOVED AFTER EACH RAINFALL. ,m>, •
f0P ""',v V1 " c -. C
10. SHOULD GERMINATION OF' HYDROSEEDED SLOPES FAIL TO PROVIDE ya p
7z_ EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO WE --
h NOVEMBER 15, THE SLOPES SH. - .LL BE STABILIZED WITH PUNCHED STRAW s J tgO I
V�
- INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND
SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF
CONSERVATION. vt
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E N V I N �,ii E N TA L = � INCIN AS -'- i rr , Y f , I= °�, . -: 1
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R O DATA:
EARTHWORK: n '° " �5� 4
1) Steepest Existing Natural Slope On = f °I ° �I I $ + ML
0
CUT= 2200 C.Y. 1`` g ', - '.t'Q "°
2) Maximum Vertical Depth of Cut = ts' FILL_ f3�oo C. Y. i�>��'f /q
� a � DEL 7m tWs .�;� anr� � r..
3) Maximum Vertical Dep th of Fill = ± ►o' EXPORT- t o C.Y. ; �J "� RANCHO \� AMU s EL /
_ ° _ TA
p I M Po P--T. fi I o 00 G. .na y NTA FE _, �� Y rro w , , U mow`" -
O
1 EARTHWORK QUANTITIES ARE CALCULATED ON A THEOR ET.ICAL"BnSZS. AND
LL
ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL V+
4) Average Depth of Cut - 3 / y _ / J PX ENVIRONMENTAL PURPOSES OtlLi. ACTUAL (�
hn� /,' / ! 7/ \" �? / S.xn,rnli w w
�i QUANTITIES MAY VARY DUE TO UN FORESEEfJ LOSSES, SHRINKAGE AND /OR �yb VICINITY MA
z
5) Average De of Fill = 4 SWELLING FACTORS. I O
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE �Mnur -� i` 0 _
*7 be s4 ,,t r�A,l.•►rt�e>✓r APP ROVALS CITY OE ENCINITAS ENGINEERING DEPARTMENT DRAWING
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RM /T FIN L �oyq� / �E�roFMH #/9 PEfit_.c,h/.D P NS PREPARED UfiDER SUPERVISION OF RECOM END A OV
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a EXP. I 2 -'1. `) (/ PARCEL 3 OF PARCE MAP N 14479
Z E.= 33 +� , DATUM V.5 4i, 1F CjET� PAuLi T. _rH.Dr'- -y►"` 4 WORK PROJECT NO. SHEET
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ADDITIONAL NOTES I
JUTE MATTING , NYDROSEED /NG, OR D rt - 10
r r P-,r. t APPROVED EOU/VALENT TO BE /NSTALLE0 Io - I fl �o .
wr+srr -�� roc 'k3 -�—
VI
rig rp ON ALL EXPOSED SLOPES t �
•, •; °. I V P P ) , /i.i , _ � 2 TOPS OF ALL SLOPES TO BE DIKED OR --,<
l,v, Lh rGE ✓: O - � TRENCHED TO PREVENT WATER FROM
FLOR7NG OVER THE CRESTS OF SLOPES ' ,� kb .
+ • } ICIN • - PAD
EI .SV., ' H YD ROSEED ?:IX SHALL BC AS FOLLOWS: l�
T.
i I - 0- 7q Port. rto. 7v- 2..�t a'�► ,
2,000 LHS /AC. MINIMUM. WOOD " FIBCR MULCH''. e. p S'31'�Ci. 1+11
G i X 77 9 �.�. /j 0 LBS /AC. MINIMUM AM10� ISMI PHOSPHATE SUI.l Al 1: t
I 0 G s
D{N� ✓1. //�C -s : S 20. LBS /1+C5 1E67NIMUM FESCUE, "ZORRO"
1
20. LBS /AC,- '-klNIMUM ROSE CLOVER Z'
f ( No 7 ,
s �i �� . 0 W/+TE�+I". ! S 7t7 b� yr ^INSn
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'yJ � G�CN�NT '
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TEMPORARY SAND AG
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REVISIONS . w .._� APPROVED PA .: ,y :K , DA?E ,c r� 8 :
D REFERENOS . °. .," '. VCM f . iAL� "' eP a,
;, _ >... CITY
PE,tMi`r !N•'IL o'l 1 (�',�aFf of: N +t/ PE.I'- 4c.r,I,C, ' "° PLANS PREPARED UNDER SUPERVISION OF RECOMMEN DED A OV
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Ltr+ETENS bA580 e�, �.` HORIZONTAL Is O' DATE s 9 BY: 45 BY: Sl+#-':RESr DEf1C'E:,:,
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VERTICAL N /� : '' PU ITRGT NO : G U5+►b hj /a1RCE , «: 4479
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O" u EXP. 1 I WORK NO " SHEET Q 0
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