1998-5636 G (Plans) GRADING NOTES: EROSION CONTROL: NOTIFICATIONS:
t. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. IN CASE EMERGENCY WORK IS REQUIRED CONTACT ------------
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN MAJID KHARRATI 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY
PIPES AND
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO - - -- ---- - - - - -- AT __619 _793 =®663 _____ (PHONE) STRUCTURES SHOWN ON
THESE PLANS WERE OBTAINED BY A SEARCH OF WE
REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE, THERE ARE NO
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:
REQUEST FOR INSPECTION. 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON
2. THE SOILS REPORT TITLED __ PR G I NVES T IG ATI ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES TO 4
PROPOSED _SINGLE-FAMILY RESIDENCES PARCEL 1. PM 10256 LOCATED NEAR OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROTECT ANY EXISTING UTILITIES OR
STRUCTURES LOCATED AT THE WORK ST
10 TH ,
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE
FOLLOWING
THE TERMINUS OF 8TH STREET ENCINITAS - CALIFORNIA_ Y a
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
THE APPROVAL OF THE ENGINEERING INSPECTOR.
PREPARED BY A.R. ARRY AND ASSOCIATES
- - - -- - - - -- ------ - - - - -- DATED _JUNE - 19 - - -- ° 1989. FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
°' 9 TH ST.
AND THE _U_PD I NVESTIGATION PREPARED BY 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO COMMENCEMENT OF WORK: ST
A_R._BARRY AND_ASSQCIAT DATED JULY 219982 WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
RUN OFF PRODUCING RAINFALL. 2. FOR ANY QUESTIONS REGARDING THE MARK -OUT OF UNDERGROUND
SHALL BE CONSIDERED AS PART OF THE GRADING PLAN. ALL GRADING UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY S��
�A� wry DR, 8TH SL
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL COMPANY:
SPECIFICATIONS CONTAINED IN SAID REPORT. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN
UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, MAY ARISE. CARDIFF SANITARY DISTRICT (800) 422 -4133
Tyset1 �oZo
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS D
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR SAN DIEGO GAS & ELECTRIC (800) 422 -4133
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
WATERS CREATE A HAZARDOUS CONDITION. OLIVENHAIN MUNICIPAL WATER DISTRICT (760) 753 -6466
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 7. ALL EROSI N
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO GRAD NG PLAN SHA C
B INCORPORATED RO RDON PER THE APPROVED PACIFIC BELL (800) 422 - 4133
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING (� V I C INI T Y r
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 II VICINITY MAP
EXISTING PRIOR TO GRADING. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. UV NO SCALE
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
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: (760)
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER 633 -2700.
REFERENCE DRAWINGS:
SURVEYOR. DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE INSPECTION. PHONE:
(760)633 -2700. ALL WORK PERFORMED WITHOUT PARCEL MAP 17075
SAFETY 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. CITY OF ENCINITAS GRADING PLAN 0181 -G OF TPM 89 -140
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW
STANDARDS, LAWS AND REGULATIONS. SEDIMENT CONTROL R HANDBOOK H OF THE STATE OF CALIFORNIA DEPARTMENT ENVIRONMENTAL NOTES:
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF OF CONSERVATION.
OWNERS CERTIFICATE.
k STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THAT A R ENG 1. THE STEEPEST EXISTING NATURAL
SLOPE ON SITE IS
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS H HEREBY BEEN WILL BE RETAINED TO REGISTERED
SE OVERALLGRADI GRADING ITY (EXCLUDING EXISTING MAN MADE 2:1 SLOPES).
AND CITY RECOGNIZED HOLIDAYS. AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING LEGEND: SYMBOL 2. THE MAXIMUM VERTICAL DEPTH OF CUT
IS __7_`___ AND THE MAXIMUM
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: '' t
PROPERTY LINE D / �� VOLUME OF CUT (Cu. Ft.) 35100 (Cu. Ft.)_ VERTICAL HEIGHT OF FILL
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING - - - J I 1' \IAAAAA
CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED MAJI KAHARRATI - PRESIDENT 3. A.) AVERAGE
DEPTH = _ _2.58
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633- WHISPER WIND VILLA, LLC OF CUT AREA OF
CUT (Sq. Ft.) 13605 (Sq. Ft.)
2770. EXISTING CONTOUR __. -- -? i - %' AV VOL OF FILL (Cu. Ft.) = 35100 (Cu. Ft,)_ _3
27'_
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY B) OFG DEPTH = FIL AREA OF FILL (Sq.
Ft..) 10733 (Sq. Ft.)
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SD CLEANOUT O HYDROSEED MATERIALS:
SHA TOD THE
A FROM THE CITY ENGINEER OR
SHALL COMPLY WITH ALL
THE PROPOSED HAUL ROUTE DAYLIGHT LINE LEGAL DESCRIPTION:
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH 1. HY D R OSEEDING (HORIZON SHALL BE APPLIED TO ALL SLOPES THAT ARE
GRADED
REGARDS TO THE HAULING OPERATION. 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: A. THREE FEET OR MORE IN HEIGHT
IN FILL AREAS. PARCEL 2 OF PARCEL MAP 17075, IN THE CITY OF ENCINITAS,
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT CUT SLOPE y y B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS,
UNLESS SLOPE IS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF T -�_ -_ NOT SUBJECT T EROSION DUE TO THE EROSION RESISTANT
OWNER f PERMITTEE
SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE FILL SLOPE I CHARACTER OF THE MATERIAL AS APPROVED BY THE
CITY
GRADING UNDER PERMIT NO. 5636 -G HAS BEEN PERFORMED IN SUBSTANTIAL ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE FINISH CONTOUR i o - THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED
GROWTH. WHISPERWIND VILLA, LLC
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
SAN DIEGO, CA 3151 PALM STREET
EET
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH DRAINAGE PIPE 1. SEED MIX SHALL CONSIST OF NO LESS THAN:
GRADING OPERATIONS, A. 20 LBS. PER ACRE OF ROSE CLOVER
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS CATCH BASIN (12 "X12 ") ® B. 20 LBS. PER ACRE OF ZORRO FESCUE
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA
D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA SITE ADDRESS.
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND TYPE "B" BROW DITCH PER SDRSD D -75 E. 3 LBS. PER ACRE OF ALYSSUM
(CARPET OF SNOW)
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED F. 1/2 LB. PER ACRE OF DIMORPHOLECA WIND DR.
515 WHISPER
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON SANDBAGS (TWO BAGS HIGH) 00000 G. ITEMS C, D, E, AND F OF THIS SUBSECTION
MAY BE ENCINITAS, R 92024
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS OMMITED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN RETAINING WALL PER SDRSD C -5,C -6 IS NOT VISIBLE FROM EITHER A
PUBLIC STREET OR EARTHWORK QUANTITIES:
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN RESIDENTIAL STRUCTURES.
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT RIP -RAP PER SDRSD D -40 H. ITEM W' OF THIS SUBSECTION MUST
BE INOCULATED WITH A
-� - -�-
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED A NITROGEN FIXING BACTERIA AND APPLY DRY EITHER BY CUT:
---------------- - 1300 CUBIC YARDS
USE. DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE FILL: ---- --- - --- --
_ - -_ -_ 1300 - - - - -- CUBIC YARDS
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT
A.C. PAVEMENT OF FOOD AND AGICULTURE CERTIFICATION TAG ATTACHED TO,
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR OR PRINTED EXPORT: ---------- ---- - --- 0 ---------
CUBIC YARDS
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TOE' e i , O SAID CONTAINERS.
J. NON -PHYiO -TOXIC WETTING AGENTS MAY BE ADDED TO THE
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN SPLASH WALL NOTE: EARTHWORK QUANTITIES ARE ESTIMATED
FOR PERMIT PURPOSES
INSTALLED. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ONLY. (CALCULATED ON A
THEORETICAL BASIS. ACTUAL
S
14. ALL AREA TO BE FILLED SHALL BE PREPARED TO BE FILLED AND ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART,
FOR
FILL SHALL AS PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IS MUST
QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
AL_ :-)=GETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED SOILS ENGINEER'S STATEMENT 50% OF STRAW HNTOLOTHE S PUNCHING NO LESS THAN
DECLARATION OF RESPONSIBLE CHARGE: L.
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO i ___�__ R A2RXA 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE,
16 -20 -0, WITH
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE �1 - I
- A REGISTERED 15% SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE.
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT AREAS
TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
WITH SPECIFICATIONS. SITE WAS MA QE BY ME OR UNDER IRECTION BETWEEN THE DATES OF 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY
OR A COMBINATION OF: CODE, AND THAT THE DESIGN IS CONSSTENT WITH CURRENT STANDARDS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE -- - �- - - -- AND _ 8______. ONE COMPLETE COPY
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF SOILS REPORT COMPILED FRO THIS STUDY, WITH MY RECOMMENDATIONS, A. TRACK
WALKING SLOPES STEEPER THAN 6:1. 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, B. RIPPING
AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE. BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR THE
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED 2• CONDITIONING
THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: PROJECT SIGN.
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER IN THE GRADING PLANS AND SPECIFICATIONS.
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
q
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP SATURATED SEED BED. __ DATE:
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING p B. THE ADDITION OF SOIL AMENDMENTS, PH ADUSTMENT, LEACHING
OR KAMAL S IS R.C.E. 48592
ORDINANCE, SIGNED: - - - -- ------ - - - - -- DATE: 9 C� COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
�EXP. 6/30/0
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL G.E. NO.: Ooll�__ HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS
GROWTH UNTIL
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE EXPIRATION DATE: _3�3(O____ THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR
AREAS WHERE HYDOSEEDING IS IMPORTANT NOTICE
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. SECURITY RELEASED. SECTION 4215/4217 OF
THE GOVERNMENT
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE n -- CODE REQUIRES A DIG ALERT IDENTIFICATION
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY �/^` K & S ENG INEERING NUMBER TO BE
ISSUED BEFORE A
SUCH MATERIAL. Planning Engineering Surveying " PERMIT TO EXCAVATE" WILL BE VALID.,
PER YOUR DIG ALERT I.D. NUMBER CALL c�
ENCINITAS: FIRE PROTECTION OLIVENHAIN MUNICIPAL WATER DIST. CARDIFF SANITATION DISTRICT K,: UNDERGROUND SERVICE
ALERT iv
. s ... TOLL FREE 1- 800 - 422-4133
RE BY: R E REVIEWED BY: (619)296 -5565 7801 Mission Center Court, Suite 200 \, TWO WORKING
DAYS BEFORE YOU DIG iv
n
/,, , San Diego Co. 92108 \�
DATE DATE DATE n
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOP D ESIGNED BY: DRAWN BY: CHECKED BY: APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. �o
AMT �iN iy� DESCRIPTION: COUNTY BENCH MARK NO. c� (� rn
PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APP,-ROVED GRADING AND EROSION CONTROL PLAN FOR: z v
OC 0073 -CRIB. SQ IN TOP OF r ! j', "
HEADWALL N/A �� c�7 vi
HORIZONTAL: DATE % J Ii w o n
r �! � ' BY: BY: \ /� /t_i I p ® ®1� /I I� i ® ® /� ®� p 2 56 3 6
- G ? Z5 a ..o
LOCATION S.W. CORNER EL CAMINO DEL NORTE
& RANCHO SANTA FE ROAD. Q� tIW� { R.C.E. N0. 48592 WHISPER H f R i! V 1 `! PARCEL R L.�
W n w N
RECORD FROM: C.S.D VERTICAL CONTROL VERTICAL:
N/A BY: �� AMAL S. E DATE /Z'�" 9� DATE: 1 Z�T :� � -
V: 119.476 DATUM: U.S.C. & G.S. EXP. 06 -30 -2000 WORK PROJECT N0. AP N C. 1 a�7 SHEET
1 OF 2 and o� Q
YP V)v
t
PARCEL 2 OF P.M. 10526
EXISTING OPEN SPACE
E
J� MENT PER P.M. NO. 17075
�- - - _ _ _ o _ OW
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WATER T
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N 204.7 T
•`-. P ARCEL 2 7 t \ 25 ti4 " PVC ® SD C- a w - o I i MUNICIPAL
i f h TG 206.80 ' 30 - FS 20 7O / FS 200 200.3 1 EXIST. 30 EASEMENT TO OLIVEN HAIN
_ - -- _
A - 0
FOR RETAINNG ALL SEC
. .,, 7.737 ,' �� •. I -- _ � f I � i WATER DISTRICT RECORDED MARCH 10, 1981
AS
P
IE 204:85 , - -- S- TRUCTURAL CAL U ------
LATIONS. -- (l F/P 81- 072017.
U
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. _
: -
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-
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c+} > a i SEWER PLAN DRAWING NO. CS -025.
` 20 _ _ 207"00
PAD
Fl 203.35
{
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t IE 204.09 - \ ! L
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T _
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r
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S
1
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,1 _ 1��� .� fi N SDRSD C - 5 Jim �
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IE
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2500 PSI, AIR PLACED 4" THICK 2500 PSI AIR PLACED CONCRETE'.
X 3 LIGHT CLASS RIPRAP I o t 2 Q
TYPE 2 ` t \ ��$ TG 206;40 �V �^ �� �{ 1_ t _ ��_� �f r 17 GAGE STUCCO NETTING.
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WALL - DETAIL
(� f
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EXISTING C OPE SPACE
1
I 1 �/ al 1 EA MENT PER I
EXISTING OPEN
I SPACE t i _ _ - _ -- -
I�
EASEMENT PER P.t, N0. 1 075 -
�
_1 i,
•
L `, - - - II II II ' 4�
EXIST. EASEMENT TO CARDIFF SANITA110N DISTRICT
RECORDED 10 -23 -1990 AS F/P # 90 - -558.
- 11 S 17 33'23 W 199.93'
N/
I E
"
193 3 F I 1 IE 189.50 --
1 , '
1 Y
-° I
1 d P AD LE VA I ION( 189.00 F
FOR SPLASH WALL uti P F r` i TYPE B BROW DITCH / 1
i
PER D -75 0 2% MIN.
PARCEL 3 t` ' SEE DETAIL.
PM 17075 r.�� 990 � 1
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- PARCEL 3 UT OUT EXISTING A.C. BERM TO ALLOW aM
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NUMBER TO BE BEF CODE REQUIRES A DIG ALERT IDENTIFICATION
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REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: DRAWN BY: CHECKED BY; APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. �
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VERTICAL: N/A BY: ! CAMAL S IS DATE: PM 1 7075
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0 2000 WORK PROJECT NO. SHEET Z OF Z Inc`
ELF� 119.476 DATUM: U.S.C. & G.S.