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1995-4538 G (Plans) 141370 I WORK TO BE DONE A. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 8. GRADED AREA AROUND THE PROJECT PERIMETER MUST DRAIN AWAY ENVIRONMENTAL DATA PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS FROM THE FACE OF SLOPE AS THE CONCLUSION OF EACH WORK WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION PROJECT. PHONE: (619) 633 -2770. DAY. 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 20 STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE 2) MAXIMUM VERTICAL DEPTH OF CUT = 8' CHANGES OR REVISIONS THERE FROM SHALL BE APPROVED FOR INSPECTION. PHONE: (619) 633 -2770. ALL WORK AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE RAIN PROBABILITY FORECAST EXCEED FORTY PERCENT (40 %). 3) MAXIMUM VERTICAL DEPTH OF FILL = 8 INSPECTION. SUBJECT TO REJECTION AND REMOVAL. SILT AND OTHER DEBRIS SHALL REMOVED AFTER EACH RAINFALL. 2. THE SOILS TITLED PRELIMINARY SOILS REPORT PREPARED BY 2850 C.Y. X 27 HL ENGINEERING AND SURVEYING DATED 11 -20 -95 SHALL BE C. GRADING 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR 4) AVERAGE DEPTH OF CUT = = 3.05' GRADING SHALL BE DONE IN ACCORDANCE WITH THE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH 25,200 RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN QUALIFIED SOILS ENGINEER OR UNDER HIS /HER PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION S.F. SHE SHALL OBSERVE AND TEST THE DIRECTION. HE 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF SAID REPORT. / 3,270 C.Y. X 27 EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE 5) AVERAGE DEPTH OF FILL = = 3.W SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL 27,900 S.F. FA SIZES, LOCATION AND TYPE OF DRAINAGE DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. E. HYDROSEED FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET SHE SHALL UPON COMPLETION OF GRADING OPERATIONS HE RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR HE/SHE HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE THESE SHALL BE REQUIRED IN CONJUNCTION WITH STATE THAT OBSERVATIONS AND TESTS WERE MADE BY GRADED 6:1 (HORIZONTAL TO VERTICAL OR STEEPER WHEN THEY IMPROVEMENT PLANS. HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN ARE: ) HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. EARTHWORK: 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED OFF -SITE GRADING. GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS CUT= 2850 C.Y. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED EROSION RESISTANT CHARACTER OF THE MATERIAL AS FILL = 3270 C REQUIRED TO PROTECT ADJACENT PROPERTIES DURING SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT APPROVED BY THE CITY ENGINEER. GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED WATER. HE/SHE SHALL CONTROL SURFACE IMPORT = 420 C.Y. SHALL BE REPLACED A PONDING OF WT 2 IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL REPAIRED TO CONDITION / . EXISTING PRIOR TO GRADING. WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SIZE AND SHALL TAKE AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GROWTH 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. A REGISTERED CIVIL ENGINEER OR A LICENSED LAND OWNER'S CERTIFICATE SURVEYOR. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE A. SEED MIX SHALL CONSIST OF NO LESS THAN: FILLED AND FILL SHALL BE PLACED G ACCORDANCE WITH VEGETABLE STAND 1. 20 LBS. PER ACRE OF ROSE CLOVER I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND STANDARD SPECIFICATIONS. ALL MATTER AND GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL OBJECTIONABLE MATERIALS SHALL BE REMOVED BY THE 2. 20 LBS. PER ACRE OF ZORRO FESCUE MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS 3. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL 4. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL THE SITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. BE REMOVED TO SUITABLE FIRM NATURAL GROUND. 5. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) THE I Z -Z� -QS EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 " 6. 1/2 LB. PER ACRE OF DIMORPHOLECA AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT 7. ITEMS C,D,E, AND F OF THIS SUBSECTION MAY BE F30B BRODY , O ER DATE 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, OMITTED ON LOCATIONS WHERE THE AREA BEING SPREAD, WATER AND COMPACT THE FILL IN STRICT HYDROSEEDED IN NOT VISABLE FROM EITHER A PUBLIC SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 ACCORDANCE WITH SPECIFICATIONS. STREET OR RESIDENTIAL STRUCTURES. P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED CITY RECOGNIZED HOLIDAYS. WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO EITHER BY DRILLING OR BROADCASTING BEFORE PRE- GRADING MEETING HAS BEEN HELD ONSITE WITH THE FINISH GRADE TO PRODUCE SMOOTH SURFACES AND HYDROSEEDING. DECLARATION OF RESPONSIBLE CHARGE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND JOB SITE IN UNOPENED CONTAINERS WITH THE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PERMITTEE. THE PREGRADE MEETING SHALL BE TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, CERTIFICATION TAG ATTACHED TO, OR PRINTED ON DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS SCHEDULED WITH THE CITY AT LEAST . HOURS IN ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION SAID CONTAINERS. AND PROCESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH �Q @DEESS/ ®� ADVANCE BY CALLING (619) 633 -2770. OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO CURRENT STANDARDS. f . u 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE THE HYDROSEED SLURRY AT THE DISCRETION OF THE e I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND ANY PROPOSED CONSTRUCTION SITE WITHIN THIS TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN CONTRACTOR. PROJECT. THE DEVELOPER SHALL SUBMIT TO AND ACCORDANCE WITH THE GRADING ORDINANCE. SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW �+ E±51 s�90 -AA RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAT 2,000 ONLY AND DOE NOT RELIEVE ME, AS ENGINEER OR WORK, OF MY 5. ALL TREES BRUSH GRASS AND OTHER OBJECTIONABLE LBS. PER ACRE. TYPE 6 MULCH STRAW MAY BE RESPONSIBILI OR PROJECT DESIGN. s CMS PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED A OFCAI�fl WITH ALL CONDITIONS AND REQUIREMENTS THE CITY DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED HL ENGIN G D YING ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OPERATION. NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY OF THE STRAW INTO THE SOIL. BY: DATE: 12-20-95 11. UPON FINAL COMPLETION OF THE WORK UNDER THE DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL nF R. A I RCE 33220 PIRES - -98 GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL BE SECURED FROM THE SOILS ENGINEER AND CITY C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 Q CERTIFICATION SHALL BE PROVIDED STATING: "THE MATERIAL. LBS. PER ACRE. GRADING UNDER PERMIT NO. 4538 -G HAS BEEN SOILS ENGINEER'S CERTIFICATE PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE D. EROSION CONTROL LII 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO w APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED HYDROSEEDING BY: I, HERALD R. LAN71S A REGISTERED CIVIL ENGINEER IN THE STATE OF _ AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER ROBERT BRODY AT (619) 634 -0620 MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL 5 WHO CERTIFIES SUCH GRADING OPERATION. A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BE ME OR UNDER MY oFEssj N 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE COMBINATION OF: QR o DIRECTION IN NOVEMBER 1995. ONE COMPLETE COPY OF THE SOILS MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 1. TRACK WALKING SLOPES STEEPER THAN 6:1. REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS HAS �� c B. NOTIFICATIONS ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE R1 CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 2. RIPPING AREAS THAT WILL NOT BREAK UP USING � L= i !46.33226 ; > - ITEM "A" ABOVE. I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOM- xa 63pg8 J 1. THE EXISTENCE AND LOCATION OF UNDERGROUND TEMPORARY DEVICES WHEN RAIN IS 11:Iv!iiN NIT• MENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE fi UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 3. DEVICES SHOWN ON PLANS SHALL NOT MOVED OR MODIFIED B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR r� CAL`FO TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. PLANTING BY: Q UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HL ENGINE AND S YING 0 HOWEVER: 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE / I - Zp -95 m TO WORKING ORDER TO THE SATISFACTION OF THE CITY A DAMP BUT NOT SATURATED SEED BED. BY: o� DATE: 0 m THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ENGINEER AFTER EACH RUIi_.; P H ALD R. I RCE 33220 PRODUCING RAINFALL. 2, THE ADDITION OF SOIL AMENDMENTS, PH EXPIRES 6-00-98 Q MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL ADJUSTMENT LEACHING OR COVERING SALINE SOILS U RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO PROVIDE VIABLE CONDITIONS FOR GROWTH. q UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR TO AN INCOMPLETE GRADING OPERATION OR UNFORSEEN 5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS r VERIFICATION AND LOCATION OF UTILITIES AND LOCATION OF CIRCUMSTANCES WHICH MAY ARISE. GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED VIGOROUS FOR t o UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK; ENGINEER O n 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL p�OrEIQ f W 61 A. SEWERS - CARDIFF SANITATION 1- 800 - 422 -4133 NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO THE PROJECT IS COMPETED AND ALL SECURITY RELEASED. � Wyk :n AS- 970 (LTG N Q9 B. GAS & ELECTRIC - S.D.G.& E. 1 -800- 422 -4133 AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS" Wl1NDEKI IN EN�INEE�ING, INC. Lo CONDrnoN. 504 W. MISSION AVE.. 6LIITE 102 - C. WATER - O.M.W.D. 1- 800 - 422 -4133 No. 26671 D. TELEPHONE -PAC. BELL 1 -800- 422 -4133 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED *��`��` \� E6COND1v0, CA `12026 U) O E. CABLE TV - 1 -800- 422 -4133 GRADING PLAN SHALL BE INCORPORATED HEREON. ��OF C ( (,I 1 3 2 U) J W W M CA U A. MOEMN Ull. 26 I DATE z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEFT. DESIGNED BY 1 DRAWN BY 1 CHFCKED BY APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DRAWING Q 0- C OUNT Y BE N C HMARK C)C -0073 PLANS EPARED UNDER SUPERVISION OF RECOMMEN ED A ov GRADING * EROSION CONTROL PLAN FOR: L @ CHISEL SQ. IN TOP C� HEADWALL HORIZONTAL r\ DATE BY:� `T AMIN L- N CORNER AN EL BY: 45 BR O DY R E S (D E N C 38 - SANTA FE ROAD. TE t�ANGI l0 BY R.C.E. . \V s I - S ' q �o E N0.: 33220 DATE: i IG DATE: 111.47 DDTUM VERTICAL DATE RALb LANTIS APN: 2&4 050 - ( PARCEL I OF PM 128Co&� ELEV. = L1.SC. GS NC OF WORK EXP. CO WORK PROJECT NO. I SHEET 1 OF GP 95 - 127 41 141M �I 1� C.) l� G" A.C. 1� BE21v1 Z% �I OR PC.C. CJRb — 7 2%z' AC OVER C�. CLASS A.6. ExIS711IC� OR 5%2' PC.C. W�WIRE MESH OVER C=1 MC:) fd' CLASS II A.6. F �A��� SECTION A- A L AT l G D i NG NO SCALD w Row W` I / 30 0 30 90 !f J:�J J /r �cISLING ATEIZ CE12 r� Q In am �� Scale 1" = 30 ft ocN W N Q 436 — —. Qm _ RIP RAP PAD \ PER D -40 CL. % PLASTIC aOoO � 1 FIL -TEIZ GLOTF -F � O • N 438 TIN 40' \ PROPOSE) SEPTIC LEAG+I FIEL 6A M I ` I c� ITEM SYMBOL X W W RFC- 7 -14 59 \ LLIiLK 5k && 440 J 440 O.R. \ CUT SLOPES (2:1) y 442 FILL SLOPES (2:1) r DAYLIGHT LINE CUT FlL 444 12866 6 AC BERM \PCC CURB 53.0 I W 10 / 1 J PROPOSED FLOW LINE ELEVATION h Q 448 = r J J �� JJJ T.G. PROPOSED TOP OF GRATE T.G. nu m lD m 0 I PROPOSED HIGH POINT ELEVATION H.P. �l o II H.P. EXISTING CONTOURS � 460 0 PROPOSED CONTOURS 56 O z DRAINAGE SWALE (1% MIN) t(� Z I A �F �� k�6 �� Q BROW DITCH (RSD D -75) = -�� (..1 1 Q 45(p. O P I RIP RAP (D -40) (� 0 A Q SCo 0 � 47 1 n DRAIN Dior {° 0 - (� ms ZENNI6 co GRAVEL BAGS (D0C)C0 L' 1 T C811 fo �, AO CID II A Z R 4 G 4 N ol� J � S) r� W Q 24 O W �- _. 335.97 E Ni -SITE N EXIST A. RIVEWAY �J>ao W vE � pow r � .. x x K � J c - /�-.•�" _ DOUBLE ` � R �,NCN � J � \ � L Q EXIS v,/OOL� > 2 c o� S T ENC r /I I E5 J G �C J I p l J� v FC�RTUNP` �� Ro 472 AC Z D I6) 468 468 470 W Cl J N L ° N6 JACK z z P > m -Jg CIL ro 40 �ZO A av sr CONE /`I�� 1 2 :E7 �P- QLL J /Ac 21 EN CINI7AS Zu�l � 1 � �t� a X W z tu x s = �. a SLVp s R VIC(MITY MAP Cn !ll F �WpC� WI * EXf!6,Y8 * qL��� NO SCALE LLJ l w d OF CAL zo= REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DRA WN B APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DRAWI 'G 0 w < I 1 Wtl 7-0- 9 COUNTY BENCHMARK OC -0073 PLANS EPARED UNDER SUPERVISION OF RECOMMENDED PROV GRADINCT * EROSION CONTROL PLAN FOR: CHISEL S©. IN TOP OF HEADWALL /q LOCATED @ 5.W. CORNER OF EL HORIZONTAL I -'� DATE : ��'7' 9S BY: l'. BY` BRO DY RESIDENCE 453 CAMI1.10 DEL- NORTIl JF RANCHO _ ,:::j *5ANTA FP-: ROAD. R.C.E. NO.: 33220 DATE: 1-1-94 DATE: 5 ' VERTICAL BALD TIS API-1: ZCo4 b3o - 78 (PARCEL I OF PM 128�&) SHEET 2 0 ELEV. = 111.476 DATUM U•S.C.�GS. NGGINI`.E F WOR}� EXP. 6 -� -� WORK PROJECT NO. CAP 95 -127