1995-4463 G (Plans) - Pc r<'�rt< 2 OF P. M
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WORK TO BE DONE: 'J V L 12.1 UP 9 Id59 E-op ;-
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C- II�A�Ir�� �I�Qr ��� -Ca I?EGORG %/P 74 -35699
D1RE��lOhl DF �RAI.SP�E �NN
r?�G'G 12- 31 -94-
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CASE
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GRADING / 4B �' T.w. }
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A. GEhz AL C. GRADII.G
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1. ALL STORK SHALL LE D iJE IN ACCORDANCE WITH BE INSPECTED AND TESTED BY A QUALIFIED SOILS �r -- -- Q1 0b Z5 -4
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STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE =
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CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
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AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF L 1 `(`� T, ?k
TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
UPON
SPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS �- / / I 3
'THESE PLANS. '1AE 1. ALL GRADING SHALL 1
REOUEST FOR IN / ') /
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS /yry )I t \ - �� / ./ I\
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2. THE SOILS REPORT TI'L'LED 3�%L�W PREPARED BY GEOIEGF1Pl ?GGJ OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN Ci FGI�'
IZACJG -/ h $� 1 t- 3 W w AS A PART OF THIS ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS
IN Colt POI2A Or! fcA(2TV�E -S \ 41 i ���__ !- \-
'(E0 DATED 10 -12-95 SHALL BE CONSIDERED ` -� -
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
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RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 0 . � �r / N��GEG
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2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO ` LJ
3. APPROVAL OF THIS PLAN 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
SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
WITHIN STREET RIGHT-OF-WAYS. / r /
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS
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3, -_
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN c /� I- C��} rIZ
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. INSTALLED. / - p � !\ /, / _� - iY
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TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL (\ b�i2} - I 3 Sc / � I
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'FAKE ANY' NECESSARY PRECAUT1014S REQUIRED J S � I - p
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL
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5. CONTRACTOR SHALL
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE (
-
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. �F ✓ �/ / / Jj 'n S
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EXISTING PRIOR TO GRADING. ALLUVIAL \u 1
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM �- _ 1 I 3�� / r' r
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6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF
I`
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
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REPLACED BY A REGISTERED CIVIL ENGINEER ON A LICENSED LAND CO,iTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE N r
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SURVEYOR. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. /I " / �) ?
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7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT IrwD MAZi.TA1N ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE
IS)
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DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES N N -
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED Ll
i �: 34 •0 / Q L 3 I ��
AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY -2 0.
AND REGULATI ONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
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SLOPES WHICH ARE LIABLE TO BECOME LOOSENED D�
WITHIN IN ONE- H.-.LF 1 2 MILE Ot EXCAVATION OR EMBANKMENT , H► --
8. GRADING AND EQUIPMLIN'i'
OPERATING I H ( / ) ' I _
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES n
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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. / '�!I
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RECOGNIZED HOLIDAYS I '� \\ ;` o `� �I kL I r = ~��/
MATERIAL SHALL 3, / C
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADIi4G BE COLLECTED, PILED Oil OTHErtWISE DISPOSED OF OFF THE SITE BY THE
I _ -__ / ' PA Z I,(V D M.�•
5. ALL TREES, BRUSH, GRASS AND OTHER 013JECTIONABLE -
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
7
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CITY INSPECTOR, CIVIL ENGINEER, SO1LS ENGINEER, GRADING CONTRACTOR NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL - yj -o
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AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED G L IN G� C�ItI Y -
Y CALLING 6J9) 633 -2770. Ahll CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. T� P I�i�l D�
WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER
AT LEAST 48 HOURS IN ADVANCE B ( w ��120 JiTGN '
CITY
'10. PRIOR TO HAULING DIk'T OR CONSI'RUCI'ION MA'I;:RIALS TO Ahf E. EROSION CONTROL _G
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL ~ � -- � 3,
/ -- 3S
TO AND RECEIVE APPROVAL FROM THE CITY Y ENGINEER FOR THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE TOLE p
- i' / /
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL AT (619) 944 -6807 n ,�
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CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH / Z ° Oc�l4�j W 2 j �., Jl ,k
REGARDS TO THE HAULING OPERATION. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE hEh �
EASb eA �' /�
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY r ` p �a J, relg
11. UPON FINAL COMPLETION OF THE WORK UNDER TAE GRAL)1NG Pi: %IT BUT MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO BOG
H a1 AN CpJI G" IIA
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IZ�G'D
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F1� #88 - 219210 m ~' /I 2 TIE Ir.ITCi L�' 'DT - �X \
AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE 51 E GRADING EMINENT.
UNDER PERMIT NO. 4433 -G HAS BEEN PERFORMED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT
PQ12GEt G OC r M. IdL18� Y�Q�C'ITI �fl �IZIVGTF ��.MT �'
ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE THE APPROVAL OF THE ENGINEERING INSPECTOR.
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DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
40i-,-KING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH OWNER /PERMITTEE:
H. NO'alFiCATIONS RUN-OFF PRODUCING RAINFALL. DECLARATION OF RESPONSIBLE CHARGE -�
1. THE EXISTENCE AND LOCATION OF UNDERGRJJND U.ILl'TY PIPES AN-o 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL 1 HEREBY DECLARE
THAT I AM THE ENGINEER OF WORK ITEM STD. DWG. SYMBOL STEVE & GERI JONES
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED
FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSI- P.O. BOX 3029 I
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. BLE
CHARGE OVER THE DESIGN OF THE PROJECT AS CUT SLOPE (2:1 MAX) ------------ - -- - -- RANCHO LA COSTA, CA 92009
CST ry
619 - 944 -6807
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: DEFINED IN SECTION 6703 OF THE BUSINESS AND PRO-
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY FESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT FILL
SLOPE (2:1 MAX) ----------- - - -- -- 1ILL
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WITH CURRENT STANDARDS.
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK WATERS CREATE A HAZARDOUS CONDITION. PROPERTY LINE ------------------
- - - --- SITE LOCATION:
-- 0
SITE. IT IS THE COi4TRACTOR'S RESPONSIBILITY TO CONTACT THE I UNDERSTAND THAT THE CHECK CITY PROJECT DRAWINGS
850 F WIS /- W WAY . 0
AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS EASEMENT LINE ------------------ - - - - -- - - - 850
FEET +/- WEST OF INTERSECTION OF COPPER CREST 04
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND PLAN SHALL BE INCORPORATED HEREON. CONFINED TO A REVIEW ONLY AND DOES
NOT RELIEVE ME, P POFESSIO
NOTIFICATION OF COMMENCEMENT OF WORK. ROAD & WISHBONE WAY ON WISHBONE WAY. N
AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FO PROJECT DESIGN. R �O VSF.i O� tr A.P.N.
264 - 221 -40 EXISTING CONTOUR --------------- - - - - -- - =150- - 0)
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8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM Q
- (619) 753 - 0185 L•C.W.O. y o y S FINISH CONTOUR ----------------- - - - - -- 350 -
A. SEWERS THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 039726 r STE
EL CAMINO REAL, y
LOGAN ENGINEERING U
1 N. , . "N" Exp:2 -3i -9 !� • A LEGAL DESCRIPTION: _
H. GAS & ELECTRIC - 800/422 -4133 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT EXIST. GRADE -
_ ___ ____ ___ ___ ____ __ _ ___
THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY ENCINITAS, CA 92024 ot, 9jG�p
LL-
C. WAT - (619) 753 -64GG O. M.W. D. FORECAST EXCEEDS FORTY PERCENT (40�). SILT AND OTHER DEBRIS SHALL N1�\Fp'� -- -----
- - - - -- , PARCEL 4 OF C OUN TY 1 S LL
AS RECORDED IN THE CITY OF
619- 2 -8474 ,,? C FINISH GRADE ------ - - -- --
BE REMOVED AFTER EACH RAINFALL. ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFOR- Q
DAYLITE LINE ------------------- - - - --- --- `"'pf - NIA ON 9 -19 -86 AS FILE NO. 86- 416025.
D. TELEPHONE - 800/422 -4133 - PACIFIC BELL I cc
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL '1'U PROVIDE BY: ` DATE: 11-1 `- 41 � DRAINAGE DIRECTION
------ ------- - - - --- -� a
E. CABLE 'TV - I - a00 -422 -4133 , OAAIILLS CAf�LEVI ✓•JA1. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO
1 U
NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND t3t10 W 01fG1) - - - - - -- 0-75 - - - - --
O
NOTIFY THE CITY ENGINEERS OFr10E 48 SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF '' HOURS RCE NO.:
39 726 EXP. DATE: 12-
2. CONTRACTOR SHALL 97 A.C. 012 RGG• GCVInIG - - - - - - -- r
1: �I
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 619/633 -2770 CONSERVATION.
EARTHWORK QUANTITIES ARE CALCULATED ON A SITE RETA1[JINIG WALL ____ C -2 -- -- -- ___ __ _ LU
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THEORETICAL BASIS AND ARE UTILIZED FOR -
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INSeLCTION. PHONE: 619/633 -2770. ALL WORK PERFORMED WITHOUT PERMIT PURPOSES ONLY. ACTUAL QUANTITIES _ _ _ -
- - - - - - - - - - - ydlSubUfJ fp
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BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. MAY VARY DUE TO UNFORESEEN LOSSES, SAIJD6AG5 °O°
^�`` �Q
S OILS REPORT FOR PROJECT EARTHWORK: SHRINKAGE AND /OR SWELLING FACTORS. SOILS ENGINEER'S CERTIFICATION 4 1
I AAITHD/VY F. R- ZFAST A REGISTERED - W
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IMPOt2T OF GEOTECAWCAL WVEr5TICATIOU 6 1 CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCI- ADDITIONAL EROSION CONTROL NOTES
pROPOSED (?eGIVENITIAL CONSTIZUCTLON CUT= 00 + C.Y. PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS I
W
?gr WISN WAY k MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND 1 JUTE MATTING HYDROSEEDING, OR
OLIVE I NNA , CA. 92024 FILL= � OQ i C.Y. STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN APPROVED EOUIVALEMT
TO BE INSTALLED a g I
THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
IMPORT /EXPORT= C.Y. " , ON ALL EXPOSED SLOPES _
-0 BETWEEN THE DATES LE COPY E REPORT / - S- 9S AND /0-/2-95 p :• :;;; C3
Q
FROM THIS STUDY, WITH MY RECOMMENDATIONS,
THE OFFICE CO MMENDATIONS, THE CITY ENGINEER. BEEN 2 U I COMPILED
TRENCHED TO PR E TO BE DIKED OR "''� 1 I
FROM HAS BEN � � J
ENVIRONMENTAL DATA NT WATER FROM z •
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS • C I I I I I fLOW/NG 0 1 1 E R T H E C R E S T S O F SLOPES'
Q 4 p ( W I
0 ,1 AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN �1 > c
1 P 9 P err'
Steepest Existing Natural Slop On -Site = I � G i OWNELZ'S CERTIFICATE THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCOR- HYDROSEED
•M IX SHAL BE AS FOLLOWS: \cl Q
, _�
FORAYED IN THE GRADING PLANS AND SPECIFICATIONS. o z m �
I k I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLO- 2,000 LBS /AC. MINIMUM. WOOD FIBER MULCH
25 O ,
2) Maximum Vertical Depth of Cut = GIST F�S BEEN QR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING 1,000 LBS /AC. MINIMUM AMMONIUM
PHOSPHATE SULFATE � ..11 (J-) N
\ + ACT I Y AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. � /J (16 -20 -0 W /15% SULFUR)
( //�rvG Iz pc V IV 3) Maximum Vertical Depth of Fill = ?7 SIGNED: /
DATE: /! -/6 95 20 LBS /AC. MINIMUM FESCUE, "ZORRO" VICI�II I M�
1 i, T" I RIC NO. EXP. DATE: T.D P6 . 20 LBS /AC. MINIMUM ROSE CLOVER rA
W
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4) Average De = 3.3 � • • " d / J : y03 3 3/' f9
Depth of Cut �
p i DATE: ! w I
OWNER
5) Average Depth of Fill
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REVISIONS APPROVED DATE REFERENCES GATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY CDF ENCINITAS ENGINEER
I N G DEPARTMENT DRAWING 0. w < I
jr�V _6v_"1' 0� RJR PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE A ROV D GRADING PLAN FOR:
DATE
BY 4463
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