1999-5970 G (Plans) GRADN YG NOTES NOTIFICATIONS HYDROSEED NOTES LEGAL DESCRIPTION LOT 2 OF THE CITY OF ENCINITAS TRACT 97 -100.
IN THE CITY OF
1. ALL FORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, ENCINITAS, COUNTY OF SAN DIEGO, STATE CALIFORNIA,
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES 1. HYDROSEEDING SHALL BE APPLIED TO
ALL SLOPES THAT ARE ACCORDING TO MAP THEREOF FILED IN THE OFFICE
SAN DIE
OF THE COUNTY RECORDER OF SAN DIE
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A GRADED 6:1 (HORIZONTAL TO VERTICAL)
OR STEEPER WHEN GO COUNTY, APRIL 22, 1998.
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR THEY ARE A.P.N
264 - 241 - 0900
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN a. THREE FEET OR MORE IN
HEIGHT IN FILL AREAS
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY ON THESE PLANS, HOWEVER: b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS. UNLESS
SITEADDRESS 3472 CALLS MARGARITA
REQUEST FOR INSPECTION. ENCINITAS, CA 92075
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY SLOPE IS NOT SUBJECT TO EROSION DUE TO THE
2. THE SOILS REPORT TITLED 'PRELIMINARY GEOTECHNICAL STUDY, MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES EROSION RESISTANT NATURE
OF THE MATERIAL AS
CALLS MARGARITA DEVELOPMENT, LOT 2 - CALLE MARGARITA, LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S APPROVED BY THE CITY ENGINEER.
OWNERMERMITrEE ROBERT MUELLER CONSTRUCTION. INC..
OLIVENHAIN, CALIFORNIA' PREPARED BY AMERICAN GEOTECHNICAL, RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO A
CALIFORNIA CORPORATION.
5764 PACIFIC CENTER BLVD. SUITE 112. SAN DIEGO, CA 92121, CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR 2. IRRIGATION SHALL MAINTAIN
THE MOISTURE LEVEL OF THE SOIL_ 3525 DEL MAR HEIGHTS ROAD, 0344
DATED 41611999, SHALL BE CONSIDERED A PART OF THIS GRADING STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND AT THE OPTIMUM LEVEL FOR
THE GROWTH OF THE HYDROSEEDED SAN DIEGO. CALIFORNIA. 92130
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF GROWTH
ESTIMATED OIaANTMES
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. WORK: 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
CUT 1,950 C.Y.*
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF A. SEWERS - CSD (760) 633 -2770 !. SEED MIX SHALL CONSIST OF NO LESS
THAN.
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS 6 ELECTRIC - SDGGE (800) 422 -4133 a. 20 LBS PER ACRE OF ROSE CLOVER
FILL 1.950 C.Y.*
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE C. WATER - OMWD (760) 753 -6466
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN b. 20 LBS PER ACRE OF ZOARO FESCUE IMP /EXP 0 C.Y.*
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - PAC BELL (800) 422 -4133 c 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
E. CABLE TV - COX CABLE (800) 422 -4133 d. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA * EARTHWORK QUANTITIES
ARE ESTIMATED FOR PERMIT PURPOSES
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 e. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) QUANTITIES
MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED - HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT, f. 112 LB PER ACRE OF DIMORPHOLECA
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE: (760) 633 -2770. 9• ITEMS c, d, e. AND f OF THIS SUBSECTION
MAY
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR BE OMITTED ON LOCATIONS WHERE THE
AREA BEING
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. INSPECTION. PHONE. (760) 633 -2770. ALL WORK PERFORMED HYDROSEEDED IS NOT VISIBLE
FROM EITHER A
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO PUBLIC STREET OR RESIDENTIAL STRUCTURES
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR REJECTION AND REMOVAL. n• ITEM a OF THIS SUBSECTION MUST BE INOCULATED
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE AE- WITH A NITROGEN FIXING BACTERIA AND APPLIED
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER SOU EMINEERS CERTMATE DRY EITHER BY DRILLING OR BROADCASTING BEFORE
OR A LICENSED LAND SURVEYOR. HYDROSEEDING
7. THE CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL Z. 49ZAP T' A REGISTERED CIVIL ENGINEER IN THE STATE OF i . ALL SEED MATERIALS
SHALL BE TRANSPORTED TO THE
SAFETY DEVICES. INCLUDING SHORING. AND SHALL BE CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL JOBSITE IN UNOPENED
CONTAINERS WITH THE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND MECHANICS. HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CALIFORNIA DEPARTMENT OF
FOOD AND AGRICULTURE
FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND CONDITIONS PREVALENT WITHIN THIS SITE WA MADE BY ME OR UNDER MY CERTIFICATION TAG ATTACHED
T0, OR PRINTED ON
REGULATIONS. .
DIRECTION BETWEEN THE DATES Sl/2199 4AM .S ZVI" ONE COMPLETE SAID CONTAINERS. LEGEND
COPY OF THE SOILS REPORT COMPILED FROM HIS STUDY. WITH MY 1• NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO
RECOMMENDA HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY THE HYDROSEED SLURRY A T THE DISCRETION OF THE
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (! /2I S. 0. R.S.D. =SAN DIEGO REGIONAL STANDARD DRAWINGS
ENGINEER. FURTHERMORE I HAVE REVIEWED THESE GRADING PLANS AND
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT 8E CONTRACTOR
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.30 A.M. CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN-THE SOILS REPORT ITEM
S. D. R. S. D. QUANTITY QUANTITY
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING-PLANS 4. TYPE 1 FILCH APPLIED
AT THE RATE OF NO LESS THAN 2,000
AND SPECIFICATIONS. LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED.
a� :�_ ' , ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING f, `QS-„ , PROJECT BOUNDARY
, - WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SIGNED: 4 Air `.;r € ,` �?� ` Asti tI BY MECHANICALLY PUNCHING NO LESS
THAN EXISTING CONTOURS - -400- -
PRESENT. CITY INSPECTOR, CIVIL ENGINEER. SOILS ENGINEER. ��' * $ t
GRADING CONTRACTOR AND PERMI T TEE. THE PREGRADE MEETING RCE NO. CnE 238? C
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN * tx� '�k' 3° �' 5. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE,
PROPOSED CUT /FILL LINE F
G `: " 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 LBS
ADVANCE BY CALLING (760) 633 -2770.
EXP. DATE: � 30 O
PER ACRE PROPOSED CONTOURS 400
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE PROPOSED SPOT ELEVATIONS ��
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE HYDROSEEDING BY:
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A PROPOSED
EARTHEN BROW DITCH
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE ��� CHARGE COMB I NA T ION OF: PROPOSED 2: 1 FILL SLOPE
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING
OPERATION. a. TRACK WALKING SLOPES STEEPER THAN 6:1 PROPOSED 2:1 CUT SLOPE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM a
11. UPON FINAL COMPLETION OF THE - UNDER THE GRADING THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE ABOVE
PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OA FINAL PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
PROPOSED DRAINAGE SWALE (1x MIN.)
RELEASE OF SECURITY, AN "AS- GRADED" CERTIFICATION SHALL BE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 2. CONDITIONING
THE SOILS SO THAT IT IS SUITABLE FOR
PROVIDED STATING: "THE GRADING UNDER PERMIT No.5970 -G HAS PLANTING BY: PROPOSED 6" AC DIKE (TYPE "A ")
G -5
BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS a. ADJUSTING THE SURFACE
SOIL MOISTURE TO PROVIDE A
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACH "AS- GRADED" BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT DAMP BUT
NOT SATURATED SEED BED PROPOSED 6" PVC YARD DRAIN = _ E3 _
PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND RELIEVE ME. AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING DESIGN. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT.
PROPOSED 12 "x12" BROOKS CATCH BASIN (01212)
OPERATION. PQFESSIp LEACHING OR COVERING SALINE SOILS TO PROVIDE
Q Nq VIABLE CONDITIONS FOR GROWTH PROPOSED 18 "x18" BROOKS CATCH BASIN (01818)
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A BY: �� OATS , 9 Q�0�1� A . Aq (� HYDROSEEDED AREAS SHALL BE MAINTAINED TO
PROVIDE A VIGOROUS mi
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE WA YNE PASCO, RCE 29577 ti PROPOSED RIP PAP ENERGY
DISSIPATOA D -40
� Q GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR.
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS PASCO ENGINEERING .1 O z FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING,
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL 535 N. HIGHWAY 101, SUITE A Lo N0. 29577 "' UNTIL THE PROJECT IS COMPLETED
AND ALL SECURITY RELEASED PROPOSED AC PAVING
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SOLANA BEACH. CA 92075 d Exp. 03/31/03
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF PROPOSED GRAVEL BAGS (SEE SHEET 3) o000000000
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT clVIL ! PROPOSED HYDROSEEDING AREA (SEE SHEET 3)
IN HIS OPINION. ALL EMBANKMENTS AND EXCAVATIONS WERE OWNERS CERTIFICATE. '
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE OF CM
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
ARE SUITABLE FOR THEIR INTENDED USE. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED OVER ALL GRADIN ACTIVITY AND ADVISE OF THE COMPACTION
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING AND STABILIT THE SITE.
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES DA TO FINISHED WORK ON THE
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT ROBERT MUELLER CONSTRUCTION, INC., DOUBLE LL RANCH
ROAD
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN A CALIFORNIA CORPORATION.
INSTALLED. 3525 DEL MAR HEIGHTS ROAD, 0344 5' 18'
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND SAN DIEGO, CALIFORNIA, 92130 ERIN CONTROL
SITE
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE IS REQUIRED, CONTACT
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 1. MA. BOB MUELLER A T IN CASE EMERGENCY WORK RK 991 -4498
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE �* VARIABLE SLOPE
CALLE MARGARITA
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL MIN 2%. MAX
21 -
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT ?, at 2%
9
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF =
9 y
PLACE. SPREAD, WATER AND COMPACT THE FILL IN STRICT TEMPORARY DEVICES WHEN RAIN IS IMMINENT. = c'
ACCORDANCE WITH SPEC IFICATIONS. � ti
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 1 3AC 5III Qq
s
GRADE TO SMOOTH SURFACES AND UNIFORM CROSS WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. �' ExISTIwG G (rhD 5' s►p&7w 9
0 9 y OP
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS q q Q'
SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES r _ -_ ____- _
� __.___- - ----- O � JACK
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AFTER EACH RUN OFF PRODUCING RAINFALL. O�
CONDITION. ALL STONES. ROOTS AND OTHER WASTE MATTER DRIVEWAY SECTION C - C
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 5, THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL NOT TO SCALE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
N
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
ACCORDANCE WITH THE GRADING ORDINANCE. WHICH MAY ARISE.
16. ALL TREES, BRUSH. GRASS, AND OTHER OBJECTIONABLE MATERIAL 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
VICINITYMAP
SHALL BE COLLECTED. PILED OR OTHERWISE DISPOSED OF OFF NOT TO SCALE
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. E�
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE CqM
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF I ND
7
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND ' GRADING BE MEASURES PROVIDED PER INCORPORATED HEREON, THE APPROVED
DE( NOATE
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
DAY.
LANDSCAPM 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL . ENCIlVTTAS FIRE DEPARTNIN'T OLIVENHAIN
MUNICIPAL WATER DISTRICT CARDIFF SANITATION DISTRICT A - 4 6L/ /[ T'
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
<o
2 . FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR A P P R ED
APPROVED A P P R O V E
SLOPES PRIOR TO OCTOBER ! OR IMMEDIATELY UPON COMPLETION TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH NR
OF ANY SLOPES GRADED BETWEEN OCTOBER i AND APRIL 15. PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 BY: BY: _
BY:
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
17 gL gSO A wr .4. e9-577 RATE
D
OF CALIFORNIA DEPARTMENT OF CONSERVATION. GATE: �/ DATE: '2 _ DATE: _ ' �� -pp cu
(U
U
REVISIONS APPROVED DATE REFERENCES DATE $ENCIaViARI� SCALE CD DEVELOPMENT' DESIGNE EU B Y -- - - DHaPF By _ _ CHEwAP
By - APPROVALS CITY OF ENCINITAS ENGINEE DEP ARTMENT r AWING NO. iim
/QS - BL/�(,r__ __ _ _ l� • �•Oa MT ��N /iQTB Gam -7-00 NO.00 0073 GRADING PLAN r OR: N
CHISELED SQUARE IN TOP OF HEADWALL APP D PLANS PREPARED UNDER THE SUPERVISION OF RECD D APP ED ,�O
o�ii
- - MARKED WITH STEEL FENCE POST AT SW HORIZONTAL N/A o BY: Cx. BY: N LOT 2, MAP No. 13566
_ al
CORNER INTERSECTION EL CAMINO DEL NORTE BY: --4- DATE:I �✓ 9 7 O G
AND R HO ROAD F 6RO SOUTH' SST OF RH0 � AT -� DATE g -� - CALLE MARGARITA Each S R.C.E.
N 29577 D E.19 EL CAMIN DEL NORTE C/L VERTICAL N/A DATE: ;T Z YNE PASCO EL - 119.476 MSL EXP. 3 -3
03 WORK PROJECT NO. TM -97 -100 ET I OF 3
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\ 312.6 FL $ �. F1. NOT TO SCALE
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DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWIlVG
REVISIONS APPROVED DATE REFERENCES DATE BENCEMIARK SCALE ti, 3 0 z MHS EPF WAP
N
No.00 0073 ,�; N0. 29577 m PLANS PREPARED UNDER THE SUPERVISION OF RECD ND APP OVED GRADING PLAN FOR:
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eY: BY: LOT 2, MAP No. H
CHISELED SQUARE IN TOP OF HEADWALL EXp . 03/3!/03 mo
MARKED WITH STEEL FENCE POST AT SW 7 DATE: 7 �9 5 970 - G
��ncn
CORNER INTERSECTION EL CAMINO DEL NORTE
HORIZONTAL Q'
_ ^/ CALLS MARGARITA
SANTA FE _- AND AF SANTA FE ROAD, 23' WEST of F#i0 s' lgl DATE: : CIYI� - " " R . C . E .
NO. 2 9577 ' 9 DATE T- �l - q -
EL CAMINO DE NOR E SO VERTICAL 1"-2 F CA1.ZF YNE PASCO
EXP. 3 -31 -03 SHEET 2 OF 3
EL - 119.476 MSL WORK PROJECT NO . TM -97 -100
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Q C� _ DESIGNED BY DRAWN BY CHECKED BY A"ROVA S CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z1m=m
REVISIONS APPROVED DATE REFERENCES DATE
B SCALE w 3 NO 29577 m MN PF P W�
m PLANS PREPARED UNDER THE SUPERVISION OF RECO D APP VE EROSION CONTROL PLAN FOR: N
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- CHISELED SQUARE IN TOP OF HEADWALL � EXp . 03/31/03 -z LOT Z, MAP N0. 13565
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No.00 0073
MARKED WITH STEEL FENCE POST AT SW 597
cn HORIZONTAL 1 " - 20' { DATE:,19 BY: BY: _ _
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CSR INTERSECTION EL CAMINO DEL NORTE CALLE MARGA
AND RHO SANTA FE ROAD 23' WEST OF RHO � CjyjL �' " � -- �� R.C.E. NO . 29577 �
SANTA FE ROAD & 60' SOUTH OF VERTICAL 1' -20' WAYNE PASCO DATE: - 1 /- DATE: �__ _ ��_
EL CAMINO DEL NORTE C/L OF cm. EX� 3 - 31 -0 SHEET 3 OF 3
EL - 119.476 MSL WORK PROJECT N0. TM -97 -100
PE 817