1995-4509 G (Plans) I
PARCEL 2 OF P M. 16126 PAR. I P M. 16126
WORK TO BE DONE: z A.PN. 256-110
"DA/E /NC EQUALS TEA/ FEET" A.P N.To 256 -110 - 65
0 5 f0 20 I I I I I I 4
A. G ' N
��
GRADING
ESC /ST NG A.C. OR /l/E AY I I I I I
EN C. GRADIN
ERAL G - /.5� -2''F WOO RETAIA/ /A/G WALL
Ems/ r � I NGS ) 3
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE I. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS I $6/°
27'4a W (BASIS BEAR
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
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
THEREFROM SHALL BE A'IbPROVED BY THE CITY ENGINEER PRTOP TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
UPON 5 o
REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS T.W.
La / (� $$
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS (78 87SB.W. I 9 2
2. THE SOILS REPORT TITLED .4)06 6ELOW PREPARED BY CAI?DIFF OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
600 GN NI&AL DATED 7-28 -95 SHALL BE CONSIDERED AS A PART OF THIS ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS I� �
G 8 75 $ /C
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. Z E �I W �.I EXIST.
SINGLE I _0
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. �� Q A 53 o W. ; ( CUT SLOPE
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO SCALE :1 =10 N � A R EP / STORY RESIDENCE
s a8 _ B.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL `
SQ EX /ST. W /RE
LOCATIOK AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR �C
.r�-44103AC75 3 ' I FENCE
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO X11 �P
/CQ L)
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS
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PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN {� ;v I pR Aft O 3
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4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. INSTALLED. I i
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL W 1?16A•7
OF W y ��/ B O
ANYTHING SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL Q II • II I 8
'
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. A 1
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TC CONDITION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE '
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EXISTING PRIOR TO GRADING. CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. z J 3
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM LIj
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF
II o'o O
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 Q (7 I
X 3 U
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE
/ZE WAY
SURVEYOR. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. E�/ ]7NG C \ V1 l 9 �"_T.w. Lo
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE I
9 0 0 7fN. B CV
DEVICES, INCLUDING SHOAiNG, AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES I
8 75 W.
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED CI)I
60 9 T.W. Z
AND REGULATIONS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY w 87 - _
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR -_ �8�31 S.W
9- GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED \ 9)
Q
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. y W
_
RECOGNIZED HOLIDAYS _ /3S.00� •90 g' 90
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
I \\ �` _- 8S
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A I
4
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL
A.PN. 256-110
AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER (3)
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY E. EROSION CONTROL 3'
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT A W;&W DA LAGEW
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL AT( 619)753-05 32 3n z 5' 3 u
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH DECLARATION OF RESPONSIBLE CHARGE LEGEND
OWNER /PERMITTEE:
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 I HEREBY DECLARE THAT I AM THE ENGINEER OF
WORK ITEM STD. DWG. SYMBOL MYRON & SANDRA DALA 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS ZO FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSI- 525 HERMES AVENUE PRIOR TO FINAL GRADING
APPROVAL AND /OR FINAL RELEASE OF SECURITY, FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS BLE CHARGE OVER THE DESIGN
OF THE PROJECT AS CUT SLOPE (2:1 MAX) ------------ - - - - -- CUT LEUCADIA, CA 92024
AN AS- GRADED CERTIFI ATION SHALL BE PROVIDED STATING: "THE GRADING EMINENT. DEFINED IN SECTION 6703 OF THE BUSINESS AND PRO-
619- 753 -0532 LANDSCAPE UNDER PERM ?T NO. ° FILL SLOPE (2:1 MAX) ----------- - - - - -- F /GL
TCH W/ (5)4 55,rCE
HAS BEEN PERFORMED IN SUBSTANTIAL FESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT CONFORMANCE WITH THE
APPROVED GRADING PLAN OR AS SHOWN ON THE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT WITH CURRENT STANDARDS.
AA/T OR OTWER
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE THE APPROVAL OF THE ENGINEERING INSPECTOR. PROPERTY LINE ___________________
_____ _ _ 3 ITE LOCATION: N - 5 1VE
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS
TER /A L
AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS 525 HERMES AVENUE
OPERATION. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO EASEMENT LINE ------------------ - - - - --
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME,
LEUCADIA, CA 92024
B. NOTIFICATIONS RUN-OFF PRODUCING RAINFALL. AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR ^ / EXISTING CONTOUR
--------------- - - - - -- - -06- - GRASS BROW DITCH
PROJECT DESIGN. A.P.N. 256- 110 -45
�� ' FINISx coNTOUR - 90 NO SCALE
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
- - - - - -- " - - -- " - - - -- ° -
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED
LOGAN ENGINEERING
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 132
N. EL CAMINO REAL, STE. "N " ����•��� EXIST. GRADE
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: ENCI S, CA 9 ��O LEGAL DESCRIPTION:
NIT 2,P124 O
Tc` AR
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
619-94 �1�� FINISH GRADE ------------------- - - - - -- �I� THE SOUTHWESTERLY 135.00 FEET OF THE NORTHWESTERLY
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED /// �v_ �'ulr 60.00 FEET OF LOT
8 IN BLOCK "A° OF SOUTH COAST
PARK ANNEX IN THE COUNTY OF SAN DIEGO, ACCORDING (%.,
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK WATERS CREATE A HAZARDOUS CONDITION. / „i/ DAYLITE LINE
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE /`� ,Pf. ___________ __ _ __ _ __ TO THE
MAP THEREOF NO. 1788, FILED IN THE COUNTY
SAID UTILITIES OR STRUCTURES PRIOR TO ANY 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING BY: {- s DATE:
« °� �d6ar PM'f4 DRAINAGE DIRECTION OF SAN DIEGO, MARCH 29, 1924. Q
FOLLOWING OWNERS OF Qs0<V CV
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND PLAN SHALL BE INCORPORATED HEREON.
NOTIFICATION OF COMMENCEMENT OF WORK. GRAS 5 BROW DITCH ------- OE TA /L- - - - - --
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM RCE No.: 39726 EXP. DATE: I2 -31'97 �
WORK TO 13E DONE CF)
A. SEWERS - 619-753-0(55 L.C.W.O. THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. Aj- SITE RETAINING WALL
<L
O 5)<CAVATE P12ErAf2E 51TE FOIZ WALLS. U
B. GAS & ELECTRIC - 800/422 -4133 500 Q E 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT SANDBAGS ---------------------
THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY Q U
C. WATER - 619- 633-26 50 SAN DIEGUITO WATER DISTRICT FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL SOILS ENGINEER'S CERTIFICATION
BE REMOVED AFTER EACH RAINFALL. ® CON9'f12UCT I7E rAIhI WALL PFP,' ICOO PoLIC( C]
J. TELEPHONE - 800/422 -4133 - PACIFIC BELL #222 5 117. owe. (� cc
10. SHOULD GERMINATION OF HYUROSEEDED SLOPES FAIL TO PROVIDE I, A REGISTERED MAX. N EIGtaT
PE t2 PLAN =5.5 '- Q
E. CABLE TV - 619-599 - 6 0 63 COX CA OLE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO CIVIL ENGINEER IN THE STATE
OF CALIFORNIA, PRINCI- Q
NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH •'UNCHED STRAW PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
q� 47,
LANDr9GAPF_ (G2A55)
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND CON51 r4UCT 2.5' WIVIE 0'( G" DEEP 0
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND _
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF STUDY OF THE
SOILS CONDITIONS PREVALENT WITHIN 5WA LE 5E NOI2TN � SOUTN WALLS.
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 619/633-2770 CONSERVATION. • THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
5, _ (� ✓�00(/ MA X•
EARTHWORK QUANTITIES ARE CALCULATED ON A BETWEEN THE DATES -/ " 1 (96
- AND a n' - (M A X HYDR096ED OR LAN05CAPE PROTEGE 4RE�J 45 W
�� ONE COMPLETE COPY OF THE SOILS REP SUBMITTED T COMPILED
O Q✓ � TE
P055 /BGE AF G/�A
Z O /t/G.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THEORETICAL BASIS AND ARE UTILIZED FOR
INSPECTION.' PHONE: 619/633 -2770. ALL WORK PERFORMED WITHOUT PERMIT PURPOSES ONLY. ACTUAL QUANTITIES FROM THIS STUDY, WITH MY RECOMMENDATIONS,
HAS BEEN I EX /ST. G �A^ -
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. MAY VARY DUE TO UNFORESEEN LOSSES, SUBMITTED TO THE OFFICE
OF THE CITY ENGINEER. 94-
SHRINKAGE AND /OR SWELLING FACTORS. - FURTHERMORE, I HAVE REVIEWED THESE GRADING PL ANS
Iu S 01LS_REPORT FOR PROJECT EARTHWORK AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN U.1 THE
SOILS REPORT FOR THIS PROJECT HAVE BEEN INCOR- 92 - W 0 PORATED IN THE GRADING PLANS AND SPECIFICATIONS. , `l PaELIMINAI?Y
GBOT�G{4NICAL INVESTIGA110N / CUT= 350 ± C.Y. E rgora3Er7 12EAW Y AI?O Gf?A0ING
OC
523 NE�r1MEr0 AVI✓. LEUCADIA 90 - Z CE S( � FILL= $ C.Y. . ra
DATE:
SIGNED: 1EXPORT- 35 + A ati�Ip -. e O 2 qL C.Y.
f i=
_.4
ENVIRONMENTAL DATA: - mI
SITE T
RCE NO.: B - EXP. DATE:
86 _ s W ` Iq
c --
Natural Sl On -Site = 20 OWNERS CERTIFICATE = m 3O0" 0)
1) Steepest E xisti n g p
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLO- CROSS SECTION T H R U SITE UN /ON ST
�'
2) Ma ximum Vertical Depth of Cut = 7' + - GIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING
�� PC
SCALES: HORf�. I -10 nay -135 0
ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. V E RT. I " = 4� � M
3) Maximum Vertical Depth of Fill _ -0e (No FILL) - VICINITY MAP �; °
NO SCALE W
4) Average Depth of Cut = 350 (27) 1500 FT 6.3'± DATE: / - / - °
OWNER y �� Ie ., I D��y V l W W
si WA 6R G z
5) Average Depth of Fill = •0 (NO FILL) ° O
zo=
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF= ENCINITAS E
N G I N E E R I N G DEPARTMENT DRAWING N0. W Q
1 EVlSEq TYPE °"fio,��F PLA PREPARE' UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR A.PN.
256 - 110 -45
5EW'E7 M.H. RIM a INTE05EC710N OF ,, � j ," e 4
PLAN VIEW CEREU9 5T. 4 NE IZM�S AVE. HORIZONTAL I " = 10' / /f �a,"�`�% DATE : � � � �� BY: 0 I BY: 'e ^ °'.
.`
P51Z G.P NO. 2943 -G.
` THE DALAGER RESIDENCE
N/A �/�,,�5. ENGINEER R.C.E. NO.: 39726 DATE: I-1 DATE. "F `'
SHEET OF
VERTICAL !� ° � O y NEER 12/3 1/97
121M EL.= 74.80 U.S.C. A G.S. APPROVED BY DATE DOUGLAS E. LOGAN EXP. WORK PROJECT N0.
zf�J �,