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1988-9132 G (Plans) WORK TO BE DONE GRADING GRADING PLAN THE GRADING CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, GENERAL NOTES THE CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS, AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND THE STANDARD SPECIFI- 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD CATIONS FOR PUBLIC WORKS CONSTRUCTION. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION S CHWAEBE R GRADING SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS SHOWN ON THESE STANDARDS OF THE CITY IC ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE PLANS AND OUTLINED IN THE EARTHWORK SPECIFICATIONS. ALL GRADING DETAILS WILL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. IN ACCORDANCE WITH THE CITY OF ENCINITAS GRADING ORDINANCE. 2. THE SOILS REPORTS TITLED "SOIL INVESTIGATION AND GEOLOGIC RECONNAISSANCE LEGEND REFERENCE SYMB QUANTITY FOR THE BOTTOM LINE PROJECT, ENCINITAS CALIFORNIA " DATED AUGUST 31, 1983 AND "SUPPLEMENTAL GEOLOGIC INVESTIGATION FOR ENCINITAS RETAIL CENTER GRADING NOTES LANDSCAPING NOTES ENCINITAS, CALIFORNIA " DATED APRIL 13, 1989 PREPARED BY GEOCON, INCORPO- EXIST CONTOUR - (94} N.A. RATED, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING 1. ALL GRADING SHALL BE INSPECTED AND TESTED..-B&Y A QUALIFIED SOILS ENGINEER OR UNDER 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPAC- THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDI- PROJECT BOUNDARY - -- �__- N.A. CONTAINED IN SAID REPORT. TION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS NANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON MASONRY RETAINING WALL - -- N.A. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND TESTS WERE 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER (SEPARATE PERMIT READ) AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT- MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING APRIL 15. PROPOSED FILL - -- N.A. IN CONJUNCTION WITH IMPROVEMENT PLANS. PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. EROSION CONTROL NOTES CUT /FILL DAYLIGHT LINE - -- - fi- -�--�- N.A. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. DIRECTION & SLOPE OF DRAINAGE - -- 1 % N.A. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 2• THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE ADAMS 942 -1062 (DAY) 753 -4934 (NIGHT) DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND PROPOSED SPOT ELEVATION - -- 94.02 N.A. ADJACENT PROPERTIES DESTROYED SHALL IE REPLACED A REPAIRED TO CONDITION EXISTING PRIOR R AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES GRADING. TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT FINISH SURFACE - -- FS N.A. TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK RAIN IS EMINENT. FINISH FLOOR - -- FF N.A. WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED A REGISTERED CIVIL ENGINEER D H LICENSED LAND SURVEYOR. IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTION- 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF FINISH GRADE - -- FG N.A. BY ABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE ENGINEERING INSPECTOR. THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO CUT SLOPES - -- N.A. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTAAC- THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. - -- N.A. STATE AND FEDRAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. TOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCOR- FILL SLOPES B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE DANCE WITH SPECIFICATIONS. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE EARTHEN BROW DITCH - -- =4> N.A. N OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORE- FOR HUMA P.M. AND N O A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SEEN CIRCUMSTANCES WHICH MAY ARISE. GRAVEL BAG DAM DETAIL SHEET 3 400 EA. SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED CONDITION. SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. NOTIFICATIONS 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE - 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM SLOPE AT THE CONCLUSION OF EACH WORK DAY. THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PER - THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT CENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. EARTHWORK QUANTITIES ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CON- 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF EXCAVATION 400 YARDS FlUL- 400 YARDS TRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR GRADED SLOPES (90% OF COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE DeORT- 0 AND NOTIFICATION OF COMMENCEMENT OF WORK: EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT NOTE: A SEPARATE PERMIT MUST BE OBTAINED FOR WASTE OR IMPORT AREA. A. SEWERS - ENCINITAS SANITARY DISTRICT 944 -5070 OF CONSERVATION. THE ABOVE QUANTITIES ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES USED BY THE B. GAS & ELECTRIC - S.D.G.&E. 800- 422 -4133 GRADING CONTRACTOR IN ESTABLISHING THE SCOPE OF WORK TO BE PERFORMED TO COMPLETE THE CONSTRUCTION SHOWN ON THIS PLAN. SHRINKAGE IS NOT ACCOUNTED C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT 753 -6466 SOILS ENGINEER'S CERTIFICATE FOR IN QUANTITIES D. TELEPHONE - PACIFIC BELL 800 - 422 -4133 I, JOHN E. VERNON A REGISTERED CIVIL ENGINEER IN THE STATE E. CABLE TV - DIMENSION CABLE SERVICES 800 - 422 -4133 OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES 10/18/88 DECLARATION OF RESPONSIBLE CHARGE ANY WORK ON THIS PROJECT. PHONE: (619) 944 -5070 AND 10/18/88 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE (619) 944 -5070. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN IN- PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS SUBJECT TO REJECTION AND REMOVAL. CORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ESQ J' // fti 1 f I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS SIGNED: BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT / RELIEVE ME OF RESPONSIBILITIES FOR PROJECT DESIGN. JOHN E. VERNON RCE NO.: 21121 G 858 I p� t2 IN . 858 �� ESOURCE DEVELOPMENT CORP. 3 Exp.9/ol93 P.O. BOX 1025 EXP. DATE: 9/30/893 ,r . CIV '► ENCINITAS, CA 92024 q OF6iJ�� n�� LHr :�: °� Q (619) 942 -1106 a . ter._ e� i BY: DATE: io /ii X89 1. THE STEEPEST EXISTING ( %) SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 12.5 %. BRIAN DONALD RCE N0. 26175 (LICENSE EXPIRES 3/31/90) SITE 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 5'. THE MAXIMUM VERTICAL HEIGHT OF FILL IS 6'. UNION ST C1 '-� 3. a. VOLUME OF CUT (FT _ 10,800 FT _ AREA OF CUT (FT 4375 FT2 - 2.5 FT = AVERAGE DEPTH OF CUT (FT) *' b. VOLUME OF FILL (F� = 1010 8 LEGAL DESCRIPTION = 2.7 FT = AVERAGE HEIGHT OF FILL (FT) AREA OF FILL (FT) 4050 FT k C A PORTION OF THE SOUTH 1/2 OF THE SOUTH 1/2 OF ENCINITAS H 2 THE SOUTH 1/2 OF THE SW 1/4 OF THE NE 1/4 OF SECTION 10, T135, R4W, SAN BERNARDINO MERIDIAN, CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. A.P.N. 257 - 011 -13 OWNER /PERMITTEE PREPARED BY: NICHOLAS SCHWAEBE RESOURCE DEVELOPMENT CORPORATION P.O. BOX 1128 P.O. BOX 1025 N VICINITY MAP (NO SCALE) !� �� ENCINITAS, CA 92024 ENCINITAS, 92024 (619) 792 -6393 (619) 942 -1111 06 DESIGNED BY I BY I CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT I A I APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. SAN DIEGO COUNTY STREET C/L MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMEN D APP VE GRADING PLAN FOR: 500 FT EAST OF INTERSECTION WITH WEST- DATE: , °� m BY: .l.Jc r--- BY: 502 QUAIL GARDENS DRIVE 9132 -G LAKE STREET ON CA ENCINITAS BLVD HORIZONTAL N.A. DATA FROM S.D. CO. VERTICAL CONTROL j ,_ R.C.E. NO.: 26175 DAT 3l oc as DATE: ks.T� k123 APN 257 - 011 -13 ENCINITAS, CA ELEV: 168.284 DATUM: MSL VERTICAL N•A• BRIAN DONALD CALJFORNIA COORDINATE INDEX 328 -1683 SHEET 1 OF 3 EXP. 3/31/90 R.C.E. 31164 R.C.E. 2°[4Ld WORK PROJECT N0. RESOURCE DEVELOPMENT CORPORATION JN89 -22B GRADING PLAN CUT /FILL TRANSITION OVER EXCAVATION AND RECOMPACTION OF THE CUTE � AREA IS REQUIRED TO A DEPTH OF 3 FEET, 5' � @ _ r �,�'. V ~�'FJ �, '_ SCHWAEBE RESIDENCE MINIMUM OUTSIDE OF THE BUILDING FOUNDATION TO MINIMIZE DIFFERENTIAL SETTLEMENT. o a XL P -7�'9J , i ,tea o" CAL F T� t� o o I I M N N 89171'50" W 3 63.15' - INDICATES EXISTING IRREVOCABLE OFFER TO DEDICATE 30638 56 REAL PROPERTY FOR ROADWAY PURPOSES TO THE CITY OF ENCINITAS PER DOC. NO. RECORDED CA EXIST 40' R/W FOR } RETAINED P WA \ j I (SEE BLDG PLANS) \ QUAIL GARDENS DRIVE V \ \ PER R. S. 373 AND APPROXIMA IF OS7 DRIVEWAY \�' ' ALIGNMENT OF SC1431 -1 �G I / it , ' 1$Q G APRON W/O 41� \ \ FLARES 2 I 1• } ��h �" \ 2p' . \ \ EXISTING 40' ROADWA Y EASEMENT PER R. S. 373 o 1 F.F. r �'S 239.0 Z\ FUTURE R W T / !\ UTU E / O BE OBTAINED 238.33 FROM ADJACENT PROPERTY z EXIST R VAR O IE z \ °,<. TREE 0 r+ s SX 0 4 ` A ` 2 G \ I s , o \ V A \a 2.1 cul.� PARKING —sz SLOPE PAD 243.33 Fy 0 O� G kp 0 y s ti 4 '( ti G 0 =106:39'00` \ Q SX k 0 f� , — \ R =20.00 LL -37.23 E 89171'50' iW X /S T 322.11' , T — — 1 - - -- -- 0 �� -- — \ TREE b ' r� 2 90 -- \ ICA 389.93 - �� 32.83' \ N N 89V1'50' W 422.76' �, \ N O - - - - -- O --- - - - - -- It EXISTING 40' ROADWAY N M \ \ \ EASEMENT PER R. S. 462 v v C/L EXIST 40' R/W FOR UNION STREET PER R. S. 462 \ \ \\ \ \ i \ \ \ SCALE -20 TOPOGRAPHY NOTE RETAINING WALL NOTE \ c\ \ 0 10 20 30 50 THE SOURCE OF TOPOGRAPHY SHOWN ON THIS THE RETAINING WALLS SHOWN ON THIS \ \ \ PLAN IS COUNTY OF SAN DIEGO AERIAL DRAWING ARE FOR INFORMATION ONLY. TOPOGRAPHIC MAP NO. 322 -1683 A SEPARATE BUILDING PERMIT AND IN- FIELD CHECKED BY RESOURCE DEVELOPMENT SPECTION WILL BE REQUIRED FROM THE CORPORATION ON MARCH 28, 1989. BUILDING INSPECTION DEPARTMENT FOR THEIR CONSTRUCTION. DESIGNED BY DRWN BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT A APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. SAN DIEGO COUNTY STREET C/L MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP VED GRADING PLAN FOR F STREET ON I CA ENCINITAS B WITH L ST LAKE HORIZONTAL - DATE: BY: �,�� Q - BY: 502 QUAIL GARDENS DRIVE 91 1 " -20 RECORD FROM S.D. CO. VERTICAL CONTROL DATA VERTICAL N.A. ^� -- R.C.E. NO.: 26175 DATE; 3l�rT b � — °1 DATE: Dr �� 13$� APN 257- 011 -13 ENCINITAS, CA ELEV: 168.284 DATUM: MSL BRIAN DONALD EXP R.C.E. 3/31/90 R.C.E. �llt- - ISELA � CALIFORNIA COORDINATE INDEX 326 - 1883 4 WORK PROJECT N0. SHEET 2 OF � RESOURCE DEVEIAPMENT CORPORATION JN89 -22B EROSION CONTROL PLAN SCHWAEBE RESIDENCE 0 LEGEND GRAVE BAG (SEE DETAIL BEL `l ��' k� G k�• G k�' p '' - - F - - - - N 89ti '50 W 363.15'I INDICATES EXISTING IRREVOCABLE OFFER TO DEDICATE 0 306.38' \ REAL PROPERTY FOR ROADWAY PURPOSES TO THE CITY 90 \ OF ENCINI PER DOC. NO. RE RE AINED DN. WAL C/L EXIST 40' R/W FOR G QUAIL GARDENS DRIVE 1 (SEE BL G PLANS PER R. S, 373 AND APPROX /MA TE DRIVEWAY , ALIGNMENT OF SC7431 -1 .F 243.00 G APRON W/O \ Zk 2.5 t H P* 242,33 h F FLARES \ I• 0 EXISTING 40' ROADWA Y N FG EASEMENT PER R.S. 373 \ F 41. 5 ©. F.F. 239.0 z FUTURE R/W TO BE OBTAINED PAD FROM ADJACENT PROPERTY 238.33 p \ h \ \ z EXIST TREE W / ` ry k 2 ' 0 0 FG o \ f J J $: N M N 3 4 ROCK N BURY FIRST BAG BURLAP TYPE BAGS 112 HEIGHT 2.• 1 CU P RKING SX SLOPE PAD 243.33 F R ti .° 5 kti i A =106 ;39'00 2 BAGS HIGH " � i i i i i i — \ R= 20.00. .. L-3723' 1 — N 89171'50' W / EXIST \ 322.11• SECTION — — — — OFFSET BAGS 0 389.93' -�, 2.83'\ PLAN b N 89 1'50' W 422.76' 3 � � \ ` _ GRAVEL BAG DETAIL cli o — — — — — ` \ EXISTING 40' ROADWAY N N \ \ \ \ (NO SCALE) EASEMENT PER R. S. 462 v C EXIST 40' R/W \ FOR UNION STREET PER R. S. 462 SCALE 1 w —so , TOPOGRAPHY NOTE 0 10 20 30 50 THE SOURCE OF TOPOGRAPHY SHOWN ON THIS PLAN IS COUNTY OF SAN DIEGO AERIAL TOPOGRAPHIC MAP NO. 322 -1683 FIELD CHECKED BY RESOURCE DEVELOPMENT CORPORATION ON MARCH 28, 1989. BY I CAECKED BY DESIGNED 1 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT Y A I APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. SAN DIEGO COUNTY STREET CA MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP V D EROSION CONTROL PLAN FOR 500 FT EAST OF INTERSECTION WTH WEST- Ip� >D9 502 QUAIL GARDENS DRIVE 9132 —G LAKE STREET C ENCINITAS BLVD HORIZONTAL 1 =20 S.D. DATE: BY: Q- Q- +— BY: RECO FROM S. CO. VERTICAL CONTROL a R.C.E. NO.: 26175 DATE: 31 aCT 15 DATE: � � k9pll APN 257 - 011 -13 ENCINITAS, CA ELEV: 168.284 DATUM: MSL VERTICAL N.A. 3/31/90 CALIFORNIA COORDINATE INDEX 326 -1683 EXP. R.C.E. 7�L4 R.C.E. �-��� WORK PROJECT NO. SHEET 3 OF 3 BRIAN DONALD RESOURCE DEVELOPMENT CORPORATION JN89 -22B