1995-4340 G (Plans) DATE: 02 -19 -1996 JN:9519
I
LEGEND: DWG® No. SYMBOL
GRADING NOTES: EROSION CONTROL: NOTIFICATIONS: _
PROPERTY LINE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ------------ 1. THE EXISTENCE
AND LOCATION OF UNDERGROUND UTILITY PIPES AND
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN ___ __B _A_ GOO _____ AT 7_5_9 = 05 (PHONE) STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF EXISTING CONTOUR
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE RECORDS.
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL EXISTING UTILITIES
EXCEPT AS SHOWN ON THIS PLAN, HOWEVER: EXISTING ELEVATION
- -- 1111 -- ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON
REQUEST FOR INSPECTION.
OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
CUT /FILL LINE
2. THE SOILS REPORT TITLED __PRELIMINARY SOIL INVESTT ti GAiiU, OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROTECT ANY EXISTING UTILITIES
OR STRUCTURES LOCATED AT THE WORK
-1630 NEPTUNE -- SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
-_ -------------------- FOR 1630 NEPTUNE- AVE_---- - - - - -_ 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT
DAYLIGHT LINE - O O
------------ PREPARED BY _G,�� COLS,_ �/V�._ - ---- ---- THE APPROVAL OF THE ENGINEERING INSPECTOR. OWNERS OF SAID UTILITIES TI STRUCTURES
PRIOR TO ANY EXCAVATION,
FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
______________ DATED _bE•_ _ !e__ /995 ___________ 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO COMMENCEMENT OF WORK:
SHALL BE CONSIDERED AS PART OF THE GRADING PLAN. ALL GRADING WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH CUT
SLOPE (2:1 UNLESS OTHERWISE NOTED) y - -
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND RUN OFF PRODUCING RAINFALL. 2. FOR ANY QUESTIONS REGARDING THE MARK -OUT OF
UNDERGROUND , 7_
-
SPECIFICATIONS CONTAINED IN SAID REPORT. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL UTILITIES, THE CONTRACTOR SHOULD CONTACT
THE RESPECTIVE UTILITY FILL SLOPE (2:1 UNLESS OTHERWISE NOTED) -
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN COMPANY:
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, - 108
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH FINISH
CONTOUR
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR MAY ARISE. LEUCADIA COUNTY WATER (800) 422 -4133
G.B.
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SAN DIEGO GAS &
ELECTRIC (800) 422 -4133 GRADE BREAK -
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
GRADING. WATERS CREATE A HAZARDOUS CONDITION. SAN DIEGUITO WATER DISTRICT (800) 422 -4133 DIRECTION OF FLOW
-
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED PACIFIC BELL
(800) 422 -4133 - 209.5 FL
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING GRADING PLAN SHALL BE INCORPORATED HEREON. FLOW LINE ELEVATION
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 8 GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY DIMENSION CABLE
(800) 422 -4133 FINISH GRADE ELEVATION - 210.0 FG
EXISTING PRIOR TO GRADING. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT 2. CONTRACTOR
SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS FINISH SURFACE ELEVATION _ 211.0 FS
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PRIOR TO BEGINNING ANY
WORK ON THIS PROJECT. PHONE: (619)
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER 633 -2700. 3.
THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR -
SURVEYOR. DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SAND BAGS (TWO HIGH) °°°°
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE INSPECTION. PHONE: (619)633
-2700. ALL WORK PERFORMED WITHOUT DRAINAGE PIPE (L1 -00) PER THIS PLAN -
SAFE DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO BENEFIT OF INSPECTION WILL
BE SUBJECT TO REJECTION AND REMOVAL. ALL OTHER DRAINAGE PIPES ARE PER
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW
LANDSCAPE PLANS (3 "PIPES)
STANDARDS, LAWS AND REGULATIONS. INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OWNERS CERTIFICATE
CATCH BASINS (12 "X 12" UNLESS OTHERWISE NOTED) NDS 12"X12" ED
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN OF CONSERVATION. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST CLEANOUT NOS CLEANOUT O
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS
AND CITY RECOGNIZED HOLIDAYS. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING CONCRETE
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT:
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING SOILS ENGIN EER ' S STATEM : �
CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED PROPOSED RETAINING WALL -
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633- BARBARA A GOODING DATE
2770 1, �E16 _, AS A REPRESENTATIVE OF GEOSOILS, INC., A CALIFORNIA COMPANY PRINCIPALLY EXISTING RETAINING WALL
-
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MABE BY ME OR HYDROSEED
MATERIALS:
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER UNDER MY DIRECTION BETWEEN THE DATES OF 11-15-95 AND 1- 26 -96. ONE COMPLETE
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR COPY HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE IN
THE ABSENCE OF INFORMATION TO THE CONTRARY, THE HYDROSEED MIX
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND AND
APPLICATION RATES SHALL BE A MIX OF ALL OF THE FOLLOWING:
REGARDS TO THE HAULING OPERATION. SPECIFICATIONS.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT AS DEFINED IN SEC 21, SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE.
1. ZORRO FESCUE, 20 LBS. PER ACRE. �
DWY
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF L2% SED
z EX. CONC.
SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE Q ctOFES,rO'• 2. ROSE CLOVER, 20 LBS PER ACRE.
O
GRADING UNDER PERMIT NO. 4340 -G HAS BEEN PERFORMED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE � cy 3. AMMONIUM PHOSPHATE SULPHATE (16 -20 -0) WITH 15% SULPHUR, SLOW
S
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE RELEASE _ _rye_ RELEASE 1000 LBS. PER ACRE.
GARAGE MAX N x � �p,R�E
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH SIGNED
GRADING OPERATIONS.
G.E. NO. __ a$SL__ Exp. i , �/��� * 4. WOOD FIBER MULCH, 2000 LBS. PER ACRE.
- CT `� 'f`�
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS EXPIRATION DATE _L2L�, cO�HVp$
FpA 4R 5. WATER FOR SLURRY, QUANTITY AND RATIO OF WATER TO OTHER MATERIALS EX. A.C.
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE
CAE.tE SHOULD BE LEFT TO THE APPLICATOR, THE MIXTURE OR RATE OF PAVEMENT
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND APPLICATION SHOULD NOT BE AS SUCH TO CAUSE EROSION AN NO RUNOFF
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED SHOULD OCCUR. 20' t8' t12'
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
20'
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS
6. ALL SEED AND FERTILIZER MUST BE DELIVERED TO THE SITE IN UNBROKEN
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN BAGS. FERTILIZER AND SEED BAGS SHALL BE TAGGED AND LABELED AS
HIS O PINI ON, ALL EMB ANKMENTS
RECOMMENDATIONS OF EXCAVAT E OILS CONSTRUCTE D I SIGNED ____ ___ ___ ________ DATE --- _____ REQUIRED BY STATE REGULATIONS.
ACC SECTI A ®A
C.E.G. NO. ------- - - - - --
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED EXPIRATION DATE __- - - - -__ 7. THE SEEDS SHOULD BE INOCULATED WITH A BACTERIA
THAT HELPS FIX NTS
USE. NITROGEN. THE DEPARTMENT OF AGRICULTURE TAGS SHOULD BE CHECKED
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO FOR THIS PROCESS. LEGAL DESCRIPTI
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
TO NIISHED WORK ON THE SITE SHALL E REMEDIAL MEASURES PROPERTIE
TO R EARTHWORK QUANTITIES:
NORTHEAST QUARTER OF SEC. 5, TOWNSHIP 13 SOUTH, RANGE 4 WEST,
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS SAN BERNADINO MERIDIAN, IN THE COUNTY OF SAN DIEGO.
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN CUT: ------------ 750 __ ______ __ __ __ CUBIC YARDS
ITALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL: ____________$� - --- CUBIC YARDS A.P.N.: 254
- 040 -08
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. EXPORT FILL: ----- 670 CUBIC YARDS
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE SITE ADDRESS.
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL 1630 NEPTUNE
AVENUE qJ�
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
ENCINITAS, CA 92024 -1001
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TA
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE DECLARATION OF RESPONSIBLE CHARGE:
WITH SPECIFICATIONS. ENVIRONMENTAL NOTES: OWNERZEERMITTEE:
15, CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE
GRANDVIEW
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. 1. THE
STEEPEST EXISTING SLOPE IN THE GRADED AREA IS ----- 4 %__ BARBARA A. GOODING STREET o IV
OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE (EXCLUDING EXISTING
MAN MADE 2:1 SLOPES). P.O. BOX 67 -5220
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
RANCHO SANTA FE, CA. 92067 AVOCADO
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 2. THE
MAXIMUM VERTICAL DEPTH OF CUT IS 4 _ AND THE MAXIMUM STREET U
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO VERTICAL HEIGHT OF FILL --- Z_ 5
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
srm
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT VOLUME OF
CUT (Cu. Ft.) 03_ Z
3. A.) AVERAGE DEPTH = _ -. - q 2
ORDINANCE. RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE OF CUT AREA OF CUT (Sq. Ft.)
PROJECT DESIGN. (U1il'p�� VOLUME OF FILL (Cu. Ft.) _ p 1 IMPORTANIf NOTICE 2
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL t4 B.) AVERAGE DEPTH
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE J 4 OF FILL AREA OF FILL (Sq. Ft.) SECTION 4215/4217
OF THE GOVERNMENT
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED e CODE REQUIRES A DIG ALERT IDENTIFICATION
DIP 91VD
�lL � " 3 0 �/J f K & S ENGINEERING NUMBER TO BE ISSUED BEFORE A LEUCP
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. DATE: 1 /� _ "PERMIT TO EXCAVATE" � ,
� G
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE - - s WILL BE VALID.
<"
--
----- 1111 --
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY KAMAL S. EIS R.C.E. 48592 f N� *:ftgsp Planning Engineering
Sufve�ng
PER YOUR DIG ALERT I.D. NUMBER GALL
SUCH MATERIAL > EXP. 6 -30 -1996 "asp8O rte UNDERGROUND SERVICE ALERT
,ALL I,- 422- VICINITY MAP
y� QF �1� TWO WORKING DAYS BEFORE YOU DIG
(619)296 -5565 7801 Mission Center Court, Suite 200 No SCALE
San Diego Ca. 92108
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: I DRAWN BY: I CHECKED BY:
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
ERMIT FINAL 02-19-97 DESCRIPTION: DISC STAMPED OC145 1968 LOCATED °"° daP PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED
APPf QVED GRADING AND EROSION CONTROL PLAN FOR:
h d ftt FZ Or /l P Pct El0/ �i /� / f 1�
HORIZONTAL: N A CJ i / DATE . , gg � 4 �®
LOCATION: ON LA COSTA AVE. BRIDGE OVER A.T.&S.F. BY ' %�' � ®Y; ✓ �" ' 16 NEPT A V E N V
E
r- R.C.E. N0. 48592
RAILROAD ON S.W. CORNER OF CONCRETE WALKWAY '
RECORD FROM VERTCAL N A BY �� '� /a/ �� KAMAL S. SWEIS DATE: "� DATE:
FFV 59.368 DAM U.S.C. & G.S.
DATE EXP. 06 -30 -1996 WORK PROJECT N0. 95 -111 CDP SHEET =10=F3
15zs
/
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WALL
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CONSTRUCT RET
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16 f j - � _, � PER SEPERATE PERMIT
130.51! - -- - -- - - - -- -- �- - - - �� - - - -- - - - ° =`__ -- - — — , _ --
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63 �G ^ y `�
BEFORE AN4�THER WORK CAN PROCEED BETWEEN
- DCT. 1sj AN APRIL 15th. �g5 ° r
(PRIVATE) NSIRUCT 1 W.P. SUMP PUMP PLACED , O
6
IN 4' X 4' E "E' INLET (SDRSD D -3) 6' DEEP 1
ON /3" 1
7 DISCHARGE E. -
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ALL CONSIRUCT RETAINING
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N 70 "33'1 5" E 201.6' - - - - - - - _ - - — -
CONS
E REMOVE EX. RETAINING WALL I-- r
1
WALL PER 3
NOTE: RETAINING WALLS AND RETAINING WALL FOOTINGS - ° � '' n i CONSTRUCT RETAINING'
OF FOOTINGS C BE CONSTRUCTED ON PROPERTY
SHOULD NOT ENCROACH BEYOND PROPERTY LIMITS. FACE 9 ��
NAN U LINE.
I , ` 9 0 :: I!
1� i WALL PER SHEET 3
`' = I APPROXIMATE LOCATION OF 1
F . I
CHANGE
RETAINING WALL LOADING
SID i
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I WALL TYPE 'C' y WALL TYPE 'B'
_ —_ — - - - — - --
IMPORT
NOTICE
SECTION 4215/4217 OF THE GOVERNMENT
K &S ENGINEERING �df
fib CODE REQUIRES A DIG ALERT IDENTIFICATION
" Planning Engineering Surveying NUMBER TO BE ISSUED BEFORE A d "
PERMIT TO EXCAVATE WILL BE VALID. \
PER YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1- 800 - 422 -4q3
(619)296 -5565 7801 Mission Center Court, Suite 200 TWO WORKING DAYS BEFORE YOU DIG:,
�u
San Diego Ca. 92108 r
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
PERMIT FIAIAL OZ4997 DESCRIPTION: DISC STAMPED OC145 1968 LOCATED PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APPROVED
GRADING AND EROSION CONTROL PLAN FOR:
HORIZONTAL: N/A / DATE - BY: r,!' n 1.,c.a.. BY: L(� to .` U�b `W ` "'f .� ® �1.�
AVE NU E x-34 -0 Oa
Locano ": ON LA COSTA AVE. BRIDGE OVER A.L&S.F. !'
RAILROAD ON S.W. CORNER OF CONCRETE WALKWAY R.C.E. NO. :48592
RECORD FROM VERTICAL: N/A KAMAL S. WETS DATE: 3�2 DATE: -
I V 59.368 DA M: U.S.C. & G.S. EXP. 06 -30 -1996 WORK PROJECT N0. 95 -111 CDP SHEET 2
OF 3
REV. DATE: 01 09/1996
I
I
GENERAL NOTES AND STRUCTURAL SPECIFICATIONS
WALL TYPE 'A' WALL TYPE F'
I. All work shall conform to the minimum standards of the 1994
A q
SW3, NEW SCREEN/ ( ordt ^c d CRy of Sa Diae Cl oorNe� and such latest
other regulating agencies exercising authority over anyy
portion of work, including the State of California, Divlalo
RE WALL n
of Industrial Safety.
I 2. Foundation 'dest n based ong eotechnical report dated
December 6, 1 by Ge080 Inc.
�_ CMIJ NOTE: SEE A /SW3 Report " W.O. IS24 1924- A.I -SG.
1. T 3. Bottom of drilled piers (caissons) shall be in suitable
0 4 • ib' oz. VERT. X INFORMATION NO formational material, as recommended and determined In the
1 • 4 WALL Q SHOUT field by the Geoteoiwcal Engineer. Bottom of each caisson
.4 shall be inspected by the Geotechnical Engineer before
PLANTER I MIRAFI 5000 filling it with concrete.
WALL PER I WATERPROOFING 9 4. Masonry units shall be C -90, Type 1. Masonry work shall
ARCH'L /STRUCT'L 0 4 • 24' o.c. HOR, v have the following:
DWGS. Min. compressive strength: fm'•1500 psi
W Determination of strength: 2405(c) 3
Z
12 CMU per UBC Section (no test)
11 4 Mortar type t min, strength: M, 2500 psi
I I Q Min. grout strength:
2' 2000 psi
5. Mortar shall conform to ASTM C2T0 and shall have a minimum
PROPOSED RESIDENCE 4'0 PERFORATED
DRAIN IN 1' -0' CLR 9 compressive strength as listed above at 28 days.
GRAVEL — "6 w 16' oz. 9 6. Grout shall have a minimum compressive strength as listed
VERT• above at 28 days.
7. Solid grout all cells of all walls.
iv
S. Grout "I] be poared in lifts of 4 feet maxim height.
All grout shall be consolidated at time of pouring 9
puddling or vibrating and then reconsolidated by again
WEEP JOINTS puddling later before plasticity is lost.
• 6' -0' oz.
9. Concrete mixes shall be 01ee10ed by a qualified tasting
laboratory and reviewed by the Engineer. Minimum coarse
a ggreeggato size is 1/2 Inch. l itx designs shall be signed by
— r a licensed in the State of California.
3' CLR • _ 10. Cement shall conform to ASTM 0150 and shall be Type 11.
g — il. All concrete shall be hardrock with a 28 -day compressive
G
strength of 2500 pal.
SW5 NEW SCREEN NEW SCREEN/ 4 - "4 CONT. I �}
WALL RETAINING WALL I r 1 I Reedy mix concrete shall conform to ASTM C94.
8' -8' ice• PLANTER WALL 12. Reinforcing steel shall have a minimum concrete cover as
S - ® ° '� 68' -0'* 12'4 DRILLED i 1 �� FOOTINGS BY follows:(unress otherwise noted)
WALL TYPE 15 PIERS PER L _ y 31n.
W S . ALL TYPE 'C' I ID 9 . OTHERS A) Concrete against
earth, (unformedh
S- 1 to weather):
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OF CAS \�`��
DESIGNED BY DRAWN BY: cHE KED BY: APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING
NO.
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE
PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APPROVED GRADING AND EROSION CONTROL PLAN FOR:
PER °MIT FINAL 0249.9
HORIZONTAL: ,✓ ,. DATE
°��� BY: �°. BY: � �` 1630 NEPTUNE AVENUE 4340 G
N A � R.C.E. NO. : S 3193 I. DATE: " ,gip =; SHEET 3 OF 3
N/A MICHAEL WEST DATE:
VERTICAL: EXP 12_31_1997 WORK PROJECT NO. 95 -111 CDP
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4