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1997-5362 G (Plans) A I f GENERAL GRADING, NOTES / A. GENERAL C. GRADING I ➢Q,G"�� Slug' VITLA x� 9 . J ��,� T EXIST'G RETAINING WALL - " -- OWNER & PERMITTEE: �fLArlr� erg 90(241 St 'f B 1. ALL WORK SMALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS v4A� •DIfW -1W O �l'N a a 1 I EA�� nF F3 'p�''RMI MR. WAYNE WAGNER r � t A, 254 MADi�4G5 6*) STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE 6813 LUCIERNAGA COURT 17IL�v�' '� M Mf a 3 l 3 CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND 2 `• N " t AREA REGIONAL STANDARD DRAWINGS. COSTA, CA. 92009 GS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED LAC TA, C S 58 89'49'30 "� 2 .OB' THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON • • ° 25.15' 19:93' REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS •�� ` a a 1 ❑ _ AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS _* A T COUNT 2. THE SOILS REPORT TITLED _ SEE BELOW_ PREPARED BY �_� -___ OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN `. � 1 .,I G•+T ry'a c M,a, � i + • t- +'` _ �.,, TESTING _ &_LAB _ DATED _11 1 SL BE CONSIDERED AS A PART ACCORDANCE WITH THE APPROVED P � / ' ' " %� ;�' i , 4 - -9- -7 - SHALL IDE VED GRADING PLANS AND THAT ALL EMBANKMENTS N f OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. ti M� N 5% N, ? 20 °) d' •.. \ ' +, "1 N zo) NTH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO T m LL ° a te - tr N 2 \` ie PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL - z ' n n d ti : O n \ 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR S ITE ADDRESS: �`'� , �,, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS APN: 254 - 180 -76 w,' FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 4 E.- �zLLq 25.00' \ PLANS. INSTALLED. 1310 SAXONY ROAD e Q LL,�` z o o VACANT LOT ON WEST SIDE OF O \ �': �� N ; `• z o °` ° 1 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SAXONY ROAD APPROXIMATELY o- ' O SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL 700't NORTH OF NORMANDY ROAD. Nl� - -- A s� N ` " ( ? ' X ? "' 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE y J o 0 1' z \ `� i ''r i it. Q IL N I PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING NN t I 02 0 + CONTRACTOR FROM THE SURFACE UPON ICH THE FILL IS TO BE PLACED. t EXISTING PRIOR BE REPLACED OR REPAIRED TO CONDITION N�TURAL EXPOSED SOILS SNARL BE SCARIFED DEPT OF ;'' b w ` _ I a WH l7 v M a. , w d 6 AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE v - z x g o +iI` t nti 6. HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE C3� \� =m i }, 4 • w ' ° u cd MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND ��1 FILL IN STRICT ACCORDANCE NTH SPECIFICATIONS. REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. LEGAL DESCRIPTION: L 2'� " ti' b iN ,/ ` `k d t ' 4 I 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY Q ( 1t i o\ TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES A PORTION OF THE SOUTHERLY 330.00 �i ` -ail FJA•d DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING. �� OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED PLANTED AND TRIMMED FEET OF THE SOUTHWEST QUARTER OF THE i? +i t! TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS �, ; AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY NORTHWEST QUARTER OF SECTION 3, TOWN- Ir V AND REGULATIONS. i m o `;,_ m - CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR SHIP 13 SOUTH, RANGE 4 WEST, S.B.M., 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED CITY OF ENCINITAS COUNTY OF SAN DIEGO \ n"'� ' ` 4 S n SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES STATE OF CALIFORNIA. o �I SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. �. THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS a N 0 /998- D(o'y3lo�y ',�rl�I' 3 q . G AND CITY RECOGNIZED HOLIDAYS % "r,(` 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL Approved K mPnt, BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE D@ @r± fi I RECORDED . 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING P ; r, I �I ; (k f�y OFFICIAL RECORDS CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A _ so•�j d " HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT: CONTOUR INTERVAL = 1' L CITY AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR @� AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS ANY D. LANDSCAPING PROPOSED CERTIFICATE ADDITIONAL WORK TO BE DON PROPOSED CONSTRUCTION SITE WTHIN THIS PROJECT THE DEVELOPER SOILS ENGINEER' OPER SHALL EASEMENT DATA SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE 10- CONSTRUCT 16' A.C. DRIVEWAY OPENING PER DS -7. �k 1 -SAN DIEGUITO IRRIGATION DISTRICT EASEMENT PER AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND I, AA(4W i A1o4LLD A REGISTERED CIVIL ENGINEER IN THE STATE OF DOCUMENT RECORDED 04 -12 -39 IN BOOK 893, PAGE 189 HAULING OPERATION. IRRIGATION STANDARDS. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL Q- - CONSTRUCT P.C.C. OR A.C. DRIVEWAY OF OFFICIAL RECORDS. (ITEM N0. 3 OF TITLE REPORT). CONDIT PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY CONSTRUCT NAODIF ' RAIN U611ro 85940 'D%'rt+.A. A SA ST S OI L 0- " x 'b. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES Iti tJ � ©- S.D.G. &E. EASEMENT PER DOCUMENT RECORDED ' BUT PRIOR TO FINAL GRADING APPROVAL DIRECTION BETWEEN THE DATES AVV 7 / AND/OR FINAL RELEASE OF SECURITY, PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED 99'7 AND NOV 7 19 ONE 01 -13 -47 AS FILE N0. 3624 OF OFFICIAL RECORDS ITEM / 4 - CONSTRUCT RETAINING WALL PER CITY OF S.D. ( AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING BETWEEN OCTOBER 1 AND APRIL 15. COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY BULLETIN NO. 222. MAX HEIGHT = 3' t NO. 4 OF TITLE REPORT). UNDER PERMIT NO. 5, r S HAS BEEN PERFORMED IN SUBSTANTIAL RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE Q INSTALL 4" ABS/PVC DRAIN PIPE 0 1.07. MIN. S.D.G. &E. EASEMENT PER DOCUMENT RECORDED ATTACHED AS- GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE E. EROSION CONTROL RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE ©- INSTALL 6" AREA DRAINS 12 -09 -47 AS FILE NO. 127886 OF OFFICIAL RECORDS (ITEM DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. NO. 5 OF TITLE REPORT). OPERATION. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT WAYNE WAGNER AT w 7O- REMOVE EXISTING FENCE AS REQUIRED (760) 431 -0031 SIGNED: �hi1+ pia DATE x-30.98 ®- INSTALL SEPTIC TANK & PIT PER SOWARDS /BROWN SPECS. ®- PUBLIC ROAD EASEMENT PER DOCUMENT RECORDED N B. NOTIFICATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 90- FUTURE 100% SEPTIC EXPANSION AREA 05 -02 -51 IN BOOK 4082, PAGE 225 OF OFFICIAL RECORDS O �,�,' N AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY (ITEM NO. 6 OF TITLE REPORT). Q1 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO RCE NO.: G 5tj 17 7l EXP. DATE: 12 -31 -R1 " * ❑5 - SAN DIEGUITO IRRIGATION DISTRICT EASEMENT PER STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS Ja , ADDITIONAL EROSION CONTROL NOTE DOCUMENT RECORDED 01 -09 -62 AS FILE NO. 4401 OF Q AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EMINENT. C{tL� OFFICIAL RECORDS (ITEM NO. 7 OF TITLE REPORT). U EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE 1. JUTE MATTING, HYDROSEEDING, OR APPROVED EQUIVALENT CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT THE TO BE INSTALLED ON ALL EXPOSED SLOPES. N PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK APPROVAL OF THE ENGINEERING INSPECTOR. DECLARATION OF RESPONSIBLE CHARGE * ABANDONED WATER MAIN MAY STILL EXIST IN EASEMENT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE 2. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT FOLLOWING QJ C(GIA e-4 � 'P sTrztr -T NG OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WATER FROM FLOWING OVER THE CREST OF SLOPES. Z I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, U EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE HYDROSEED MIX SHALL BE AS FOLLOWS: GRAPHIC SCALE NOTIFICATION OF COMMENCEMENT OF WORK. RUN -OFF PRODUCING RAINFALL. PROJECT AS DEFINED IN SECTION 6703 OF ThE BUSINESS AND PROFESSIONS 2,000 LBS /AC. MINIMUM WOOD FIBER MULCH CODE, AND THAT THE DESIGN IS CONSISTENT WITh CURRENT STANDARDS. 1,000 LBS /AC. MINIMUM AMMONIUM PHOSPHATE SULFATE 20 0 10 20 40 60 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL (16 -20 -0 W/15% SULFUR) A. SEWERS - (760) 753 -0155 - LEUCADIA COUNTY WATER DISTRICT. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS 20 LBS /AC. MINIMUM FESCUE, "ZORRO" z GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT 20 LBS /AC. MINIMUM ROSE CLOVER (IN FEET) B. GAS &ELECTRIC - (800) 422 -4133 - SDG &E. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR -P.ROJECT 1 INCH = 20 FEET C. WATER - (760 ) 633 -2709 - SAN p(eCIUM WArR_Z- Vt4fMte;r PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED DESIGN. Q POFESSio WATERS CREATE A HAZARDOUS CONDITION. E. �F N D. TELEPHONE - (800) 422 -4133 - PACIFIC BELL LOGAN ENGINEERING 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN 132 N. EL CAMINO REAL, SUIT N o s A .J E. CABLE TV - (800) 422 -4133 - DANIELS CABLE. SHALL BE INCORPORATED HEREON. ENCINITAS, CA. 9 4 C asT2s (760) 942 -847 Exp. 12-31-01 LEGEND LA L05TA AVE• 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE \ f, Otva- 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. % pQ n FO O PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE:(760) 633 -2770. SIGNED: DATE: U ���a � ° -- PROPERTY LINE Z 9. ALL. REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT DOUGLAS LOGAN FF FINISH FLOOR ELEVATION /� Z LLJ �t 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE END OF EACH WORKING DAY WREN THE FIVE ( 5 ) TIN TOP ELEV. DAY RAIN PROBABILITY Z U 44- INSPECTION. PHONE: 760 633 -2770. ALL WORK PERFORMED WITHOUT . RETAINING PORTION OF WALL ( ) FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL RCE NO.: 39726 EXP. DATE: 12/31 BENEFIT OF INSPECTION NLL BE SUBJECT TO REJECTION AND BE REMOVED AFTER EACH RAINFALL. BW FINISH GRADE AT BOTTOM OF WALL 0 00 REMOVAL. TG AREA DRAIN GRATE TOP ELEVATION a z �W N Ljj * SOILS REPORT 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE FL AREA DRAIN FLOWLINE ELEVATION A g er LIMITED SITE INVESTIGATION FOR PROPOSED SINGLE FAMILY RESIDENCE. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO OWNER'S CERTIFICATE .2 15.0 SPOT ELEVATION (FINISH GRADE) m SUNRIGN Z Z Z NOVEMBER 15' THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW < � O = AREA DRAINS LN. �lT INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST =___= PVC /ABS DRAIN PIPE vA O O ENVIRONMENTAL DATA SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. DIRECTION OF DRAINAGE HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY J h -� L ' �5 -�3 AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. � I �` y ' 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE 20% / -�- DRAINAGE SWALE (1% MIN) I ` � Q ( W ' 2) MAXIMUM VERTICAL DEPTH OF CUT = 5' % q �� RETAINING WALL NORMAL ' 3) MAXIMUM VERTICAL DEPTH OF FILL = N/A * EARTHWORK : Z-219�f�0 SIGNED: DATE: !� -1 80i EXISTING CONTOUR IOIA Q 4) AVERAGE DEPTH OF CUT = 1600 C.Y. x 27/14600 = 2.9' WAY WAGNER -(� FINISH CONTOUR L � z 5) AVERAGE DEPTH OF FILL = N/A CUT = 1600 C.Y.t U(OLM LAW DAYLITE LINE /GRADING LIMITS FILL = 0 C.Y. V4 341 HEALTH DEPARTMENT FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT (!) EXPORT = 1600 C.Y.t ' 11 / r ,.y� CUT SLOPE (2:1 MAX) 0 EARTH QUANTIT /ES ARE CALCULA TED ON A THEORETICAL BASIS AND 7 E e Ar 1 p 0 qG l UA �e ` VICINITY MAP z ARE UTIL /ZED FOR PERMIT AND EN 14RONMEN TA L PURPOSES ONLY. AC7UAL 1 ® FILL SLOPE (2:1 MAX) w (n QUANTIT /ES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND /OR I G e�L _pefcm�IOP1 NOT TO SCALE LLI w SWELLING FACTORS. B- 9 T.B. P.G. 1147 -C3 Z z APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE 0 O z C) REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALEJ COMMUNITY DEVELOPMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. w Q . AE 0t 1 4 ,ocRM17-1f1N41- 1- 1Z -O THE RIM OF SEWER MANHOLE AT THE PLA EPAR OV D UNDER SUPERVISION OF RECOMMEN ED A GRADING & EROSION PLAN FOR: _ INTERSECTION OF SUNRIGN LANE AND HORIZONTAL 1'- 20 DATE g BY: BY THE WAGNER RESIDENCE RAINBOW RIDGE LANE. �� _ ELEVATION = 229.00 FEET. VERTICAL N/A (� f i °�%� EN EER R.C.E. N0. 39726 DATE: �'Z 'gad DATE: b- � APPROVED BY DATE DOUGLAS E. LOGAN EXP. 1 -31 -01 WORK PROJECT NO. SHEET I OF I Plot date: 06 -26 -98 File name: WAGNERGP2.DWG