1996-4803 G (Plans) I
30 0 15 30 60 1
WORK TO BE DONE: iiiiig
„ OME I"Cf/ E4UAL5 T,U/lZ7Y FEET" 4
GRADING
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A. GENERAL C • GRADING
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE' I. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS 1�
�� j 1 / PER DOC.NO.64- //2444
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE
RECD. 3-28 - 84
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 TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED ♦ 3 s'
I 20'02 3 '
- _- _ -___ -
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THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRT0Q TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
UPON _ + ! �- -t -i
REOUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS -
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` ♦ PREMI N,.J46Y ' j ,' , 1 i I i I , t ' i i t I ' t t , , ,
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AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS ! r r r ! , I I ! ! , ,
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2. THE SOILS REPORT TITLED C +u [ PREPARED BY �4rf 4 �hvi.pe w.,�f. ( OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
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Lr� irr2t✓i DATEDTl 3C M/L SHALL CONSIDERED AS A PART OF THIS ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS ! (
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G DING ALL G DRA ING SHALL BE DONE IN ACCORDANCE WITH THE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. Q; ;
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RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO + ' I I I , �, t = l i I,
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3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL !
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LOCATIONZ AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
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WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. t ' D
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PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS !" J `' T7 A? J 1
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PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN � { 1 \ �.� , `-\
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4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. INSTALLED. j�+ r I , ` , { ' '
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5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL t:
j 1 1 i 1 \ \ �, a + \ ' I\ 1 1 PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE PLACED
IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL I t ( t t ', \ �, \ 1� tP� ) �/
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIREII T^ CONDITION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE O' ! '�
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EXISTING PRIOR TO GRADING. CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. 1 `, ` t , �, \ \`
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LOOSE FILL AND ALLUVIAL SOILS
, SHALL BE REMOVED TO SUITABLE FIRM l I ? t I �, t % , l ,
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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 V
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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 V
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REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE j
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SURVEYOR. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. y " W 1 f 1 `t j t \ 1 O l \ \, \ \\
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t o k IN IN 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND M
DEVICES ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE ��l I { , L , L \
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INCLUDING SHORING AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES j Q
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TO ALL LOCAL STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED PLANTED AND TRIMMED t Q Iz 3
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AND REGULATIONS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY N J I I /7C
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CONDITION. ALL STONES, ROOTS' AND OTHER WASTE MATTER EXPOSED OR W ( a, 0) I t t , P/El� \ \\
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8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED
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A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES !
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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. \�� ;
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RECOGNIZED HOLIDAYS V W ''! ,
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5. ALL TREES, BRUSH,, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL ' _
O C ( ; I \` \ '1 \ `` \' \ \ '`\ '` t ` `, F.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BE COLLECTED PILED OR OTHERWISE DISPOSED OF OFF THE SITE B`f THE O►' p
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HAS BEEN
MEETING HELD ONSITE WITH -THE FOLLOWING PEOPLE PRESENT: CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A d ; 1 i0 1
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CITY INSPECTOR CIVIL ENGINEER SOILS ENGINEER, GRADING CONTRACTOR NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL q 1� V
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AND PERMITTER. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER 1 ;
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CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. �W ` � Q ; t
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10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY �\ y V I + V
E. EROSION CONTROL
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PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE A \ S� ` ; ; t t
. IN CASE EMERGENCY WORK IS REQUIRED , CONTACT B /LL flEGLS �C I
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PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL AT 756 - 3Gro7 � I(1 � 1 `, � i 2'6 t1,19 /N.',✓cE1r,BA
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CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH y I I TC7 TDE QF OP \ \ 1 \ \ \
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REGARDS TO THE HAULING OPERATION. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY 7 o38{s „ S (PAVED DRIVEWAY) S
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS IO S
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS ♦
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AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING EMINENT. t 1 } . --- --- -----------
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L7 t \ 1 .t N88 20'02 "W, '`t 460.37' '^� ` °' \ \
803 - G HAS BEEN PERFORMED IN SUBSTANTIAL ` ( l `, \ \
UNDER PERMIT NO. 4 _ -
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT
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ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE THE APPROVAL OF THE ENGINEERING INSPECTOR. s
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING c� /5 PUBLlC SEWER ESMT. TO C4R0 /FF --------------------
______ _
SA,V /TqT /ON D/STRICT PER Doc. e0'Pt1 /Y4TE ROAD EASEMENT -- - +
OPERATION. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO 0' T- /110.84- 085 REC'O. .9-49-84 REC'DOl2-5_-
566!66
E. NOTIlICATIONB
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH 66
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RUN -OFF PRODUCING RAINFALL. r - !\ J r N C t r tl /I
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEA J I
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH Of MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
DECLARATION OF RESPONSIBLE CHARGE LEGEND OWNER/PSRMITTEE-
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PRECAUTIONS TO PREVENT - PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
.
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK WATERS CREATE A HAZARDOUS CONDITION. I HEREBY DECLARE THAT I AM THE ENGINEER
OF WORK FOR THIS PROJECT, ITEM STD. DWG. SYMBOL MR. WILLIAM KELLAS
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OP THE
3243 LONE JACK ROAD
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS
AND PROFES- ----------- - - - - -- CUT
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRAUtNC CUT SLOPE (2:1 MAX) MAX ) OLIVENHAIN, CA
92024
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND PLAN SHALL BE INCORPORATED HEREON. SIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STAND- 619 - 756 -3667
NOTIFICATION OF COMMENCEMENT OF WORK. ARDS. FILL SLOPE (2:1 MAX) ----------- - - - - -- F /LG
A. SEWERS - 633 -2780 C4i40 1FF $AN /TAT /DtV O /STf? /CT
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA-
PROPERTY LINE ------------------ - - - - -- SITE ADDRESS:
THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. TIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND
DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES EASEMENT LINE ------------------ - - - - -- VACANT
LOT DIRECTLY WEST OF OWNER'S ADDRESS AT
B. GAS & ELECTRIC - 800/422-4133: : E. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
FOR PROJECT DESIGN. pfESSI 3243 LONE JACK ROAD
THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY pP -- _____�_____
EXISTING CONTOUR -------------------
C. WATER - 753 - !o4GG : OL /VENL/A /tV M.W. O. FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL LOGAN ENGINEERING
,�, BE REMOVED AFTER EACH RAINFALL. 0 C 9 ` c 2� A.P.N. 264 - 090 -36
D. TELEPHONE - 800/422 -4133 - PACIFIC BELL 132 N. EL CAMINO REAL, STN. "N" y � 2 i FINISH CONTOUR -----------------
- - - - -- ,220
^
ENCINI C 39726
S 474 CA 9 24 w m
EXIST. GRADE ---- - - - - -- LEGAL DESCRIPTION:
10. SHOULD GERMINATION OF HYUROSEEDED SLOPES FAIL TO PROVIDE 19- 2 8 Exp.12 - 31 - 97 a 124
E. CABLE TV - 6001422 -4/3 3 : 04AII665 C4H6,l v/5/O.V EFFECTIVE COVERAGE OF GRADED SLOPES 6
(90$ COVERAGE) PRIOR TO �� g
I NSTALLE D 15, ACCORDANCE WH S HA L L SECTION STA BI L IZED
OF THE EROSI ON ZED TDON S TRAW qrf Clvl - � FINISH GRADE ------------------- - - - - -- 2
c
PARCEL 3 OF P.M. 11490, AS RECORDED IN THE COUNTY
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS SEDIMENT CON DATE: /O G DAYLITE LINE -------------------
- - - - -- -- 1981 AS FILE NO. 81- 224537.
OF SAN DIEGO , STATE OF CALIFORNIA ON JULY 16,
CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF BY: / C -
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 619/633 -2770 CONSERVATION ..
EARTHWORK QUANTITIES ARE CALCULATED ON A
INSPECTION.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THEORETICAL BASIS AND ARE UTILIZED FOR RICE NO.: 397,26
EXP. DATE: IZ- 3/- 97 DRAINAGE DIRECTION -------------------
PHONE: Z
619/633 -2770. ALL WORK PERFORMED WITHOUT
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. PERMIT PURPOSES ONLY. ACTUAL QUANTITIES SANO 6A09
FOR
------------------- - - - - -- ao
TUAIA 94A10 cc MAY VARY DUE TO UNFORESEEN LOSSES
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EARTHWORK SHRINKAGE AND /OR SWELLING FACTORS. EA MINO Del RAWCNO `
PREL/M /NARY GEOTECNA! /CQL STUDY _
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PA?OPOSED RES /OENCE ``UT_ ,970 /� Y SOILS ENGINEER'S CERTIFICATION bb d J Q
ADJACENT f 0 3243 LONE 111 ROAD �r ACK
A REGISTERED CIVIL ENGINEER IN FILL_ 1970 C.Y. I, . TQL L ADDITIONAL NOTES �
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FOR
THE Sl OF CALINIA, PRINCIPALLY DOING BUSINESS IN THE FIELD I JUTE MATTING HYDROSEED /NG, OR �DU
IMPORT /EXPORT= -0 - C.Y. OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND APPROVED EO , U/VALENT TO BE INSTALLED
Q
STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE tQ
ENVIRONMENTAL DATA BY 4E OR UNDER MY DIRECTION BETWEEN THE DATES 3 2 G AND ON ALL EXPOSED SLOPES Q C-1
C CID 7 1 1. ONE COMPLETE COPY OF THE SOILS R PORT COMPILED 2 TOPS OF ALL SLOPES TO BE DIKED OR `� gM
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FROM THIS STUDY, WITH MY RECOMMENDATIONS HAS BEEN SUBMITTEID TO TRENCHED TO PREVENT WATER FROM �1i o
DLL �Yp J
THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED �fi� <. �r Ot
Ld
1) Steepest Existing Natural Slope On -Site = 37 % OWNER'S CERTIFICATE THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED
(LOWING OVER THE CRESTS OF SLOPES
IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN HYDROSEED.MIX SH AL L BE AS FOLLOWS: s
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLO- THE GRADING PLANS AND SPECIFICATIONS. \\��
Q
2) Maximum Vertical Depth of Cut = 6 i GIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING
2,000 LBS /AC. MINIMUM WOOD FIBER MULCH �0� z (�
ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. 1,000 LBS /AC. MINIMUM AMMONIUM PHOSPHATE SULFATE
Q�
3) Maximum Vertical Depth of Fill = 8'
SIGNED: � ✓ � /' (16 -20 -0 W /15$ SULFUR)
�� DATE: 27 v` •� FESC �O" � , O
4) Average Depth of Cut = 2 ' u0Lt7t� DATE: I C7
20 LBS /AC. MINIMUM ROSE CLOVER CL
/ 070/L o w
OWNER: B /LL 1<e4 1_.4g RCE NO.: `7"! �y EXP. DATE: w w
5) Average Depth of Fill = 4.2'