1994-4072 G (Plans) WORK TO BE DONE
GENERAL EROSION CONTROL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STAN- 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JACK BUXTON AT (619) OWNER'S
CERTIFICATE 2' PRIVATE GAS & SEWER EASEMENT PERFILE NO 167772, RECORDED 9 -19 -63
DARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CON- 755 -5426. TREES, TYPICAL GRAVITY TYPE RETAINING
WALL
STRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
6 .0 FT T MAX r
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THERE- 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE BEEN OR WILL
BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND BW 86.0 BW 387.0 Q
FROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL ADVISE ON THE
COMPACTION AND STABILITY OF THE SITE. N 9'2 18 0'
FOR INSPECTION. NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CON- -- - -- --
Q
VENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY i- 7 I J- - - - - - - - - -
2. THE SOILS REPORT TITLED SOILS INVESTIGATION, PROPOSED SINGLE FAMILY DEVICES WHEN RAIN IS IMMINENT. r - 1
6 3X
RESIDENCE, EAST SIDE OF WOTAN DRIVE, ENCINITAS, CA BY SGC DATED ----------- DATEI l��
OCTOBER 21, 1994, SHALL BE CONSIDERED AS A PART OF THIS GRADING 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE GNAT RE
I
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOM- APPROVAL OF THE ENGINEERING INSPECTOR. PUS 1 R IN
MENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2 ° n MA ONRY RE NING W L A
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING 1 ^ E 1, PER DRSO I -
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCH- ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF
TION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN PRODUCING RAINFALL. DECLARATION OF RESPONSIBLE CHARGE I
I'1° �� TW 390
STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE
SHALL BE REQUIRED IN CONJUCTION WITH IMPROVEMENT PLANS. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS I HEREBY DECLARE
THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I i I
MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
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4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. DEFINED IN SECTION 6703
OF THE BUSINESS AND PROFESSIONS CODE, AND THAT , I 5.1 f ELEV ^ j
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 385.0 PAD ( GRAVITY TYPE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PRO- 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRE-
ELEV n
TECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DA- CAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED I UNDERSTAND THAT THE
CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY 3`�� 386.0 1, (LANDSCAPE)
MAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION WATERS CREATE A HAZARDOUS CONDITION. THE CITY OF ENCINITAS 1S CONFINED TO A REVIEW
ONLY AND DOES NOT RELIEVE I °o RETAINING WALL
Z = HEIGHT 1 FT TO
EXISTING PRIOR TO GRADING. ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. D I o
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN \ EL V 3 FT MAX
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH SHALL BE INCORPORATED HEREON. ERNEST H. GRABBE, JR. 9 0ESSlQ1"
O 1 } + 387. 1
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND TRI- DIMENSIONAL ENGINEERIN INC. 1( o TO AND
WE SLOPE \
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE P. 0. 791
<v� N F 3 0 2
SURVEYOR. FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. POWAY 920 r� Sy ,II BE WELL UNDED f
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} 1 c+ I' BUILDING STEM
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7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DE- 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END BY:
DATE: �iiii��1SI�PJJ4 No. C047327 I RETAINING WALL
Me t
to HEIGHT 0.5 FT
VICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST (SIGNATURE)
' Exp 12 -31 -95 ' I YDROSEED S OPES 5:1 = I TO 1.5 FT MAX
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED
AND REGULATIONS. AFTER EACH RAINFALL. RCE NO. C047327 EXP. DATE. 1213119
L �� 1 SA } \ I •1
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A 10. SHOULD GERM / V � NDBAGS, 2 IGH
GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE F 0 w
STRUCTURE FOR HUMAN OCCUPANY SHALL NOT BE CONDUCTED BETWEEN THE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE c`.OF.CA
J ? o ! 2 \
HOURS OF 5:30 P. M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCOR- SOILS ENGINEER'S CERTIFICATE
CITY RECOGNIZED HOLIDAYS. DANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HAND- b, I I -
BOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 1, CHARLES R. CORBIN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
• Il�p V IES 1 AX
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY
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HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY IN- HYDROSEED CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALENT WITH-
SPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND IN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES PP
- 16" S 89'27 W 188.50" 3' MIN
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 SEPT 16,
1994 AND OCT 21, 1994. ONE COMPLETE COPY OF THE SOILS PINE TREE
AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: REPORT COMPLILED FROM THIS STUDY, WITH
MY RECOMMENDATIONS, HAS BEEN
SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE RE- `
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. VIEWED THESE GRADING
PLANS AND CERTIFY THAT THE RECOMMENDATIONS IN- EXISTING WOOD FENCE
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT CLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN
TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUB- THE GRADING
PLANS AND SPECIFICATIONS. 20 0 20 60
HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND JECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE MATERIAL AS APPROVED BY THE CITY ENGINEER. l �c�S ®�
PLAN
HAULING OPERATION. SIGNED:
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTI- O C�
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT MUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. RCE N0. 36302
�k? 1 d3A0 Scale 1" = 20 ft ( 91 �J
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, CS I
AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING. "THE GRADING 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: EXP. DATE 6130196
O
UNDER PERMIT NO. 4072 -G HAS BEEN PERFORMED IN SUBSTANTIAL CON- N ` "
GECDLC, ;9T �{
FORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE AT- 1) SEED MIX SHALL CONSIST OF NO LESS THAN: l` \e 1'
MIN
TACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE A. 20 LBS. PER ACRE OF ROSE CLOVER ='T
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH B. 20 LBS. PER ACRE OF ZORRO FESCUE F OB pL1F��
GRADING OPERATION. C. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA e" CMU RETAINING WALL
D. 4 LBS. PER ACRE OF AC14ILLEA NOTIFICATIONS E. 3 LBS. PER ACRE OF ALYSSUM (CARPET MILLEFOLIA SNOW) LEGEND
I MAX HEIGHT FT
F. 112 LB. PER ACRE OF DIMORPHOLECA PER SDRSD NO O C -1
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUC- G. ITEMS C, 0, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON PROPERTY LINE
TURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE LOCATONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE
RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURE.
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: H. ITEM A OF HTIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
I 314" ROCK SACKFILL
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROAD- EXISTING ELEVATION
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES CASTING BEFORE HYDROSEEDING. 1
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN PAD ELEVATION
PAD ELEV 385 DRIVEWAY MATERIAL
WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
I 4" PERF PVC PIPE
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON I s,
FRENCH DRAIN
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFI- SAID CONTAINERS. s ,
CATION OF COMMENCEMENT OF WORK. J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDRO- FINISH ELEVATION
SEED SLURRY AT THE DISCRETRION OF THE CONTRACTOR. O
A. SEWERS -CITY OF ENCINITAS - 633 -2770 EXISTING CONTOUR ----- I
2) TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER
B. GAS & ELECTRIC - SAN DIEGO GAS A: ELECTRIC - 1 800 422 -4133 ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
PROPERTY LINE
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST C
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - (619) 753 -6466 BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN DAYLIGHT LINE F T
F
50%
0 HE STRAW INTO THE SOIL.
D. TELEPHONE - PACIFIC BELL TELEPHONE - 1 800 422 -4133
3) FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0,
E. CABLE TV - SOUTHWESTERN - 1 800 422 -4133 WITH 15% SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. FILL SLOPES
I
RETAINING WALL FOOTING
PER SDRSD NO C -i
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO THE HYDROSEEDING
TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 633 -2770. BY.
CUT SLOPES
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPEC- 1) ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION
TION. PHONE (619) 633 -2770. OF. RETAINING WALL
GRADIN B. TRACK G W ALING
AREAS THAT WI SLOP S B TH AT
AK UP USING ITEM "A" ABOVE. BUILDING RETAINING WALL SECTION A -A
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGI- NO SCALE
NEER OR UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST 2) CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS
AND COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS A. ADJUSTING THE SURFACE SOIL MIXTURE TO PROVIDE A DAMP BUT
Z I\
AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. NOT SATURATED SEED BED.
UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT OB-
SERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPER- B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
N
VISION AND THAT IN HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR BLVD
(7
WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS GROWTH. Z ��
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR
THEIR INTENDED USE. 5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH V
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HY- LAJ
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO DROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COM-
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE PLETED AND ALL SECURITY RELEASED.
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINNG PROPER- -+
TIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEA- ENVIRONMENTAL DATA: r^ y
W V X
SURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME
) , ENCINITAS
Z S Q
AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 9.5% ?
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INSTALLED.
2) MAXIMUM VERTICAL DEPTH OF CUT = 4.3'. < 4
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL o U J (0
BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETA- 3) MAXIMUM VERTICAL DEPTH OF FILL = 3.5'. Z W
Z A M
BLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE SITE Q
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. 4) AVERAGE DEPTH OF CUT = 200 C.Y. X 27 = 2.7'. o
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LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 2,023 S.F. 3
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH SANTA FE DR
OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL 5) AVERAGE DEPTH OF FILL = 200 C.Y. X 27 = 1.7'.
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND 3.192 S.F. m
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO EARTHWORK:
PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES D �\
OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND CUT = 200 C.Y. I O
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER FILL = 200 C.Y. (.0
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND IMPORT /EXPORT = 0 C.Y.
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING
ORDINANCE. VICINITY MAP W
NO SCALE N :2
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE ASSESSORS PARCEL NUMBER: 259- 261 -03
Q
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CON- Z
TRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL Cn O
OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. N Z
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W LJ W
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CD 0 O
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY DRAWN BY CHECKED BY APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z o =
E. GRABBE E. GRABBE E. GRABS Lv Q D-
PERM /T •yo 2G / /- /ip-" TEMPORARY BENCH MARK. CENTER OF PLANS dPREPARUNDER SUPERVISON OF RECOMMENDED APP VED GRADING
AND EROSION CONTROL PLAN FOR:
A/4t_ dNfPl�'TlOAJ o9�lf. MANHOLE IN WOTAN DRIVE, WEST OF ��/
SOUTHWEST PROPERTY CORNER HORIZONTAL _° 20' DATE: ��_�•Z� BY: _zs�z� ____ BY: _ W HEWITSON RESIDENCE
C047327 1145 WOTAN DR/V ��2
ELEVATION: 374.29 R.C.E. -gam_ E
VERTICAL NIA _ -- ENGIN DATE: DATE: ENCINITAS. CA 92024
EER EXP. 13.195 _ __ -" �-! -- ENCINITAS,
WORK PROJECT NO. SHEET OF