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1988-8313 G (Plans) GRADING D T E S . 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE 6RADING QUANTITIES: LEGEND PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER, HE SHALL EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR NOVEMBER 15 THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW GRADING QUANTITIES SHOWN HEREON ARE ESTIMATED FOR PERMIT PURPOSES TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND ONLY AND ARE NOTE TO BE USED FOR FINAL PAY QUANTITIES. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT A. GENERAL PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN OF CONSERVATION. CUT - 2:1 INSTALLED. FILL - 2:1 DESCRIPTION SYMBOL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND SOILS ENGINEER'S CERTIFICATE EXCAVATION:3%S0 C. Y. FILL: ~ C.Y. IMPORT: /O.SO C.Y. CONSTRUCTION STANDARD OF THE CITY OF ENCINITAS AND THE SAN DIEGO FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED I, RALPH M. VINJE A REGISTERED CIVIL ENGINEER IN THE STATE OF PROPERTY BOUNDRY ---------------------------------------- - - - - -- - -- THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED REQUEST FOR INSPECTION. PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE LEGAL DESCRIPTION EXISTING ELEVATION ---------------------- --------------------- TIT 9 SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR 2. THE SOILS REPORT TITLED PRELIMINARY SOIL INVESTIGATION SCARIFIED TO A DEPTH OF 6' AND THEN COMPACTED TO A MINIMUM OF 90 UNDER MY DIRECTION BETWEEN THE DATES MARCH 19, 1987 AND APRIL 27, PORTION OF LOT 18 OF THE RESUBDIVISION OF THE RANCHO LAS PAD ELEVATION ------------------------------------------- - - - - -- 202.33 PROPOSED DEVELOPMENT OF APN 264 - 151 -08 LONE JACK RD OLIVENHAIN, PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, 1987. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS ENCINITAS, ACCORDING TO MAP THEREOF NO. 848 FILED IN THE OFFICE CALIFORNIA PREPARED BY MV ENGINEERING, INC. JOB 01077 -87 DATED SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH STUDY, WITH MY RECOMMEDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 27 1896. FINISH ELEVATION ---------------------------------------- - - - - -- 21 3 APRIL Z7, 1987 SHALL BE CONSIDERED AS A PART OF THIS GRADING SPECIFICATIONS. OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS APN 264- 151-08 EXI STING CONTOUR ---------------------------------------- - - - - -- - - - - - - 22- RECOMMENDATION AND SPECIFICATIONS CONTAINED IN SAID REPORT 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING AND 111MAITE LETTER 0,47ED 7A/U00RY /3, /W TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS, THE PLANS AND SPECIFICATIONS. _54FE UPAd7F 4.E772FR O,s7VV 12 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED .74,VO4R )/ 13, n /jpS V. FINISH GRADE CONTOUR ------------------------------------ - - - - -- LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF APPROVEMENTS AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A SITE ADOBESS: DAYLITE LINE -------------------------------------------- - - - - -- WITHIN STREET RIGHT -OF -NAYS. SEPARATE APPROVALS AND PERMITS FOR HEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE SIGNED: P THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. NATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE J 2918 LONE JACK RD. OLIVENMAIN, CA. 92024 EXISTING FILL SLOPES ------------------------------------ - - - - -- bo_ LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE RCE NO.: 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE EXISTING CUT SLOPES Y ------------------------------------------- GRADING. GRADING ORDINANCE. EXP. OATE 1 9 - 3 1 _T OWNER /PERMITEE: FILL SLOPES --------------------------------------------- - - - - -- 5. CONTRACTORS SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL / / PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE 5141VE0: r� LCl/�iL. l THOMAS M. MENDENHALL CUT SLOPES ---------------------------------------------------- DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED EXISTING PRIOR TO GRADING. WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSISMY DEBRIS. Rev Na : X338 7 CE A6.: 980 REPRESENTATIVE: THOMAS M. MENDENHALL SWALES AND FLOW DIRECTIONS ------------------------------ - - - - -- -> ------ -+ APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE EXP g4 p EAR 2631 LONE JACK R0. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY OLINENHAIN, CA. 92024 EXISTING BROW DITCH ------------------------------------- - - - - -- i MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND SUCH MATERIAL. REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND O�`' CE6 �� '' BROW DITCH ---------------------------------------------------- SURVEYOR. ' D. LANDSCAPING �° t? EIVGF�M '� OWNER'S CERTFICATE: RETAINING WALL (STRVCTVRAL Ae=3✓WAVOr'FA5) ----- - - - - -- h V 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH "' - .� ` . r S). WE HEREBY CERTIFY THAT A SOILS ENGINEER AND /OR A GEOLOGIST HAS BOTTOM LIMITS OF SHEAR KEY BUTTRESS --------------------------- CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE BEEN OR WILL BE RETAINED TO SUPERVISE OVER GRADING ACTIVITY AND STANDARDS, LAWS AND REGULATIONS. CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND �'�cnh� ,: r AL�F ADVISE ON THE COMPACTION AND STABILITY ON THIS SITE. EXISTING TELEPHONE PEDESTAL ----------------------------- - - - - -- ■ IRRIGATION STANDARDS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF fj /f EXISTING TRANSFORMER PAD ------------------------ -------------- A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL /r(.�/ THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY �Y EXISTING TREE ------------------------------------------------- ND CITY RECOGNIZED HOLIDAYS. SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15, THOMAS M. MENDENHALL DATE EXISTING SEWER CLEAN OUT -------------------------------- - - - - -- A B. NOTIFICATIONS E. EROSION CONTROL EXISTING HATER METER BOX -------------------------------------- 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 1. IN CASE EMERGENY WORK IS REQUIRED, CONTACT TOM MENDENHALL AT NO T,E = ASPHALT DRIVE -- --------------- ------------- AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO (619) 729 -9061 OR (619) 944 -5161 EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE RET4 //1/ /1Z'G GUAM S.7'0"--' 1 con/TOUR --------------- 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE F //V,rypRm,4T /on/ aivLy. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY ,q SEP9,4R7E 31irLD //Y4 PER1Y1 17 9/1/o i/1/SREc - 7104/ � MEASURES TO PROTECT ANY EXISTING UTILITIES OR STUCTURES MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO 6741144 Bc ,TffQ01RE1: c7lPaV 7,1E .e61 -P1414f7 QEG'LA�.4T /DAL/ OF /PESPO�C/S 1667E CN.4�eGE LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S A4C14 /r47F RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS /n/SPEcr/oiv �E.�vRTmE�vr FOR THF_ /R cONST,QC/CT /OA/, RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID Z NE,eEB/ GZ°CCAeE 7N47 2 41y TF/E bclO,e< ecO.e UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR 7 C7 TA147 t 1-14ve 6;ee ..PC /sE0 �.'/'OitlS /BCE Cs/lJ+Q6E VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT Oc/E,e 771E 049SASAI OF rNE PPGLECT 4 S 4�4 0 /,AJ SECT /Oil/ 0 COMMENCEMENT OF WORK: THE APPROVAL OF THE ENGINEERING INSPECTOR. 6 Oxc T 96151AIeFSS 47410 P GOOE, .4"0 7-N47- QD 7X149 OES/Git/ /5 C SlSTErt/T N/ /Ti�1 CU.f�,eE'i(1T STA.tlOA.20S, N A. SEWERS - CARDIFF SANITATION DISTRICT (619) 694 -3273 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO O, WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH Z U,UUEPSTA�tlp 7fL147 THE Cf/ECK OF P20JECT O,PAG 1416 q/t1p 3 B. GAS & ELECTRIC - SAN DIEGO GAS & ELEC. CO. (800) 422 -4133 RUN -OFF PRODUCING RAINFALL. SPEC / /CAT /O.L/S 6Y T.L/E C 17Y OF ERICI"17 - AS 15 GOit/F//CIEO TO A /49!/49 E�ttG /�c/EE Q _ C. WATER - OLIVENHAIN MUNICIPAL WATER DIST. (619) 753 -6466 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL PEU /E� 0A11_ V 4/tA0 OGiES /t/07 eEG /!1149, 45 OZ G( oek-, OF �2ES.�Ort/S /B /L/7` C" , FO.Q P20JECT FJES<G/V. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO D. TELEPHONE - PACIFIC BELL TELEPHONE (800) 422 -4133 UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH LIVENAWAvl R ? MAY ARISE. } E. CABLE T.V. - DIMENSION CABLE T.V. (619) 721 -9000 EXT 262 lAJES7 ,LA.UO 5U,QVEl1AJ6, 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY 5B SO ,441E EX1C 1it/g5, C 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED t4 2GS Q 4� 674 900 PRIOR TO THE BEGINNING OF ANY WORK ON THIS PROJECT. PHONE: (619) MATERS CREATE A HAZARDOUS CONDITION. C C 944 -5070 `' Q Z Q 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED �� J z 3. THE CONTRACTOR SHALL GIVE 24 HOUR NOTICE ON CALLS FOR GRADING PLANS 74909092 / J,9NV,/,ey 1969 S SHALL BE INCORPORATED HEREON. p s /�� By• FeE f�Uit/E/YIUC C E/? E'CE 0,4 TE Z INSPECTION. PHONE: (619) 944 -5070. ALL WORK PERFORMED WITHOUT t W BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND ME,"OLIAL 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY E.. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. U W 3 C. GRADING 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT r, THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILTY a 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS U W SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST SHALL BE REMOVED AFTER EACH RAINFALL J THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS J AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS �OFESSloi�4 REQUIRED AND WILL DETERMINE THE SUITABILITY - dFAVly ov1LL W7ER1,AL. 1>sa ■ CITY OF ENCINITAS 3 UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT cm ENGI N EERING DEPARTMENT SHEETS = INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE A # f oCIVIL GRADING PLAN FOR: T THAT ALL EMBANKMENTS AND EXCAVATIONS APPROVED EXCAVATIONS ARECEPTA PLA BLE FOR THEIR or W 1 INTENDED USE, MENDENHALL RESIDENCE u_ VICINITY MAP APPROVED 3 No VED CfiAHVGEE BENCHMARK CALIFORNIA COORDINATE INDEX 322-/70/ � . Description Approes0 by Doh LN /9. SQ- TOP f/OwL. /l W /Ti'! ST�2�L z NO SCALE Of N:_ En�w o�of wore _ fN OOST LOCATION. .5 -W. LOR. IN EL c4lnwp pEL .VORTf � , RAf O Nv N 3;fNTA FE /ZV, 23 ft. W. RND S9yT9 FE / GO>Se S. EL e Ts' r1/4/n/EER WW Z qr /NO OEL NORTE 4 tELORO FRO/N C0 U/U OF.CW 0 E4W /, � / Gradin ELEVATION: //f V n ATUNI: N•y•V.P. OF 1929 2. 0 . t permit No. V Z W FILE NO. d 2'F 2 ZO 120 7i9,o OF wALL NO TE : SHEAR /KEi/ EX !/AT /0/1/ L. /M17- TOP OF ik" t _ _ EX/ST/NG GRADE �� 3 3 - - - - - - - - - - - - - - '- — 230 /QOCK mgTER /AG S S/7/�UL U C3E EXIST //Y4 GRAOE �/ — VE•4 /f /EO, /itISPEc TEO �9�/,D � Z l D _ Z / O ` � ,Q07117.H OF WELL t PP.QD UEp //Y Tfi',E /ELO co1T0/!7 OF CUALL F /N /SHtb 6RADE \ 8 S/ C�EOTEG .9L //DEER_ � ZZO 200 WALL A ZOO WALL O f' ( / C rEA)IVRARy co�vSTR�criON SL.oPES � i 0 ZlD r / , 2-20 tj BEU /N au ALL A END WALL R 220 QA Y&IN 1 , 511 R D ) `i FvrrJ/QE ��,g /yi.1/c� u/fjGL.S Q 3 jf19RTOF f/dr/SE rvR OF WALL ENO WALL I T J O 200 + 2-10 2/0 v 7 oP Otw NIAL I 7177" ACA .5 6ANW SCALE � __ SHEAR ICE Y �; /N = 20� NOR /Z eOTT2�M OF WALL 7t7P OF SLA/3 F /N/SNED4A OM of uJALL /9D �I / _ /O WERT ZOO Bo rmm OF wALt 200 N WtgLL C \ /go WALL PROFILES SECT /O/1/ A SCALF: 20 � /yo/riz . ' �\ \ 30' NON - EXCLUSIVE E.4S,Ei11E/i/T AND R/G/fT oFU/.9y FOR �� � i40AD A/U PU4G/C (/i /L/� PURPOSES, OUE�2, U/l/UE/Z, ` �\ API/ 264 - 1 5 -1- 36 � IN ALON4 `AA AC/zOSS REGa/LA)ED SEP. 2G /986 is \ \ N ,9P/U 26 �' N;A —\/ X \ \ \ \ \ N \ \ ` \ \ \ \ /VOTE J \ \ \ e x \ \ \ \ \ \ \ \ �� ` \ �\ \ \ e� \� \ \ \ rhNF NEED c*OR ORB//VS W/TVIAI T,VE S.S/EAR &E &AS \ \ 5ogw cur ,an/o w7ipi \ \ \ \ \ t \ /LOT !/1/O /GATE, 7 ,RASE,O UPt�I/ TEST ,BdR /it/4 1 EX STING III \ I T , PROPOSED 6 �/ \ \ \ \ \ \ \ \ \ \ , \ /� a EXPbSU'gES, f/OLVEUE/Q� L�RA,O ////G� E.ff}OSURES ca m' \ \ \ \ AWAY /I PUF THE/1/EE/> 11 A y- /Ivey .01,411 47 R ' �EBG \ \ \ ~' \ I \ • \ PE/4FG14fITF0 P/PE' f�/1/D GRfl1/EL ocl ORA //1/. 3.,4(;v Am 4*�xry cw�c "4!7D �,2CMOCMI! 44 1 \ $ � \ \ \ ` FOR EST //yI.9T//Lr4 /° URPOSES G/YLY RPPROX//l7HTELY .wE�r/ rwl7d *I577eco I UT SLOPE 130 FEET of 50.8,ORAW SHOULD /3E o91V, 7C /PATEO_ It SLOPE 2 'N m /N" I o \' ' . / \ _ T/VE //1/STi9LLR71 - 0/1 1 OF Ti5/,� ORA//I!S ARE TO 8E 1 N 1 � � r / \ `R \ ` �\ \ \ \ I/ER/F1A f;0 /11/SPEGTE/J A4. AARRD V/ W //1/ 71WE F /EGA BY THE crAW7�FC/>' /CAL E,/1/4 /11/EE1R. BROW D/T69 DETAIL /9'_'R .SD.R.S.D IN IN N NN J� \ 4R r ** Vil o IN \ \ \ , %= \ APN 2G *- IS At I _ 41N /Jn p� \ \ \ / Z ' �Yli'1' / N OD �" \ \ � \ :\ �� dA \ \ \ , F � 11 O f 3 c I! 3 A('N 264 - /S! - O � p R` U \ ,,( l/,�./� ,VpTE: THE FLOW ` a � . \\ \ THE SWflL E SHALL FLOu/ \ \ \ U AT A Al Z / \ \ .� ,,,� OETi4 /L OF Sw,9L NEXT TO , you5E \ \ / APN 2 G Y \ - / S/ OR/vATE R°AA a /ousur- anuTY =\ Q \ ` \ �\ /EASEMENT F /L SEMENT PER E N 2/232 O O. 1 . R. -� Y 20, /96& , PER F /L&F' � Z V RECORDED JUL No, 70322 O,R. / RCCORDEO Mfly /$; d` f W /1/2//D D oF�R FicE/.ofbE i+/o, i"`% aEy Iwuia O I- /9G 7 78 - +"R-Of BO 7, RELOROF_0 ! � A 0 � % W { '01 /s, 1 97a 3 oato IN \ � ~TP 2 ft O / •• s 2 5� 89 1PEE0� ` \ ` \ \ — — F W S .03 30 PRI U,47E• RO,4D /-!ND UTI1-17Y /O ' t.4 FOR E /rHE OR d30T/,' POLE L/A/ES U1VOG Vo J E,95EME11 PER F /LE / F \ cOivov/rS ANV /�yc /OE/ITyL f'URPO5E5 TOGETt/ER w/T T.�/E 59955 O.R. , REGO ?DF_O \ \ g' EAS Y/E/l/�\Fp E /T'i/" a 414 \ R/4HT OF /�vc,RE'SS A/YO �GRc�$ /N F/Y/OR of SAiv O /.E 60 — w I Po* 4 /?/R5 aC/V E'ROU/�/DG O \ 4A5 ELECTR /L C0117P.4N A9V //YS7 /PECO ?OED SHEET W ARRIL 5, /9G - 4ND PE'Q HLF_/ ' fY //YG /G�/!/T,4L RPOS4 - S PTN PfIGE 78 - '}9'f807 D, R., ` \ ` \ \ WI IpVopq Tr4 R/b OF /N4R NO E \ JANUARY 30 /q 73 AS F /LE /YO, 73 026/92 OF O. R, CITY OF ENCINITAS 3 RECORDEp NOU. /S, /978 \ \ /N F //�is.0 4A /4 f \ Z ENGINEERING DEPARTMENT SHEETS = OD ca/✓ ✓ //vsrRumE T E RO �/' APN APN z6 q - / Sl - Y 6 OD \ \ /fl ,4s GRADING PLAN FOR: F /LE /�, /3e� OaR� z6 -IS/- o y it o� `� \ o w MENDENHALL RESIDENCE LL I APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX W 0) No. DtecriPtion Approved by Date � � O 1 DESCIII/ TION: C.Y /S. S, TO TN S P YOWL. InRK0. W /TGEL E r w Q/ P A/ / / , / � / A P/V Z 6 `� - /G O - 3 ! FN ansr , - Lf� - -•+ APA Z ip T - 16 O - 3Z SANTJ9 RD. C 23 ft. W RNe SAINT FE� &0&- 5, E'L� Ay 0 ~ c , T y vim ' d dig Aj 44011111 A&L~rE -t RE"MARMA „N o Grading 83 13 efq- I W ELEVATION: //9. 4`76 D ATUM: N. 4, V, D, oP /!29 ►wmit No. 1 • W d FILE NO. I � 2 40 ZZA 220 7771P A� wMrtL EXianNai 4440C 70. OP WAA,c. 230 EXIST //W GRADE �/ — r' -_i'� _ _ .� -- — Z/ A , � --r — — / i �lrnam aF L \ oI" •f wsc� 220 i � 2/0 � -- 2.20 J man wv era►u A - 1 y4 / I "US /&E'5 /6N 4W AY e,. FANG NA#LL 200 � Ve SNEAR Kf Y T / 20 ' ,rWW /r alI*sEV.�, •f w.au I - \ _ ,visAw�++w IF 7ov s: �s /90 / ": /I' r *7' 200 iN71M9 IF OF jL \ W/4LL G Z61t /J07fIA1 os watt f/LL D \� \ /8° A PROMLES \\ SECT /ON A qc ir AMW O )R /wVA-ACAAAV sT�s►w l�ll'1- b'�'l�/,{�l : , �,' L I \ \ \ 1 \ E sr� AMw\d� \ \ \ ` \ \ \ \\ \ , , ,\ \ \ \ ` ✓+O .GZ�4 s R wg .'s /�.�,� o - \ SKO/°LS ARE T© .dE \ I o "' / \� / \ Y , • \ \ \ \ GO E/ sAAp 1,V17 j W / S O ACAs+IE. �aN�'�+F srs�co At !LOPE 1' ft 1"/N. ayw oVTGN AETA/L �wR .SD.R.S.O I \ w�\ •� \ \ \ •�� z � s, �f , N /y. MAN N \,�, \ \ • , \ / o y c \ \ :: \ \ ` �• `\ TMC : NML F >tiMl �t f'LOr✓ 166 . oh APP SW-4 NEXT \ \ ` •. � •' :' •.. •� � \ \ \ � \ � ` 7v �O f/ff \ \ \ 30 R /QNT OP Z w'+�' Ar�sExwo \ i • 0 \ - \ \ \ \ A' AUlewr �w+alr - o ,root s' zo g \ \ - \\ W H - - - - -- I — 1 — ` 00� --- - - - - -- 41Y 0 � 0 �� \ .. 01TY OF 1 \ ` \ \ \ \ 1 ` \ \ ` r � N [MMN[ERING DEPARTMENT 3 top mr b1wn EETi t o °A1 p 6RADIZ PLAN FOR N 1 \ \ \ 0 o •. 1 X MENDENHALL RESIDENCE AMPICI CHANQW BENCH MARK I I Vs. Dmfyp - AWWM ENM CALMORNIM'600NOWATE INDEX I I ) \ DEEtI111TIPN: CA' /S. SQ Tt7P HOWL /A/bto w /TJY iTLEt E � � FA/ /10tT IDCATON: I AAPR M: V AIIII& 23 02 W NAID SAM Ar. 0 AA& S, iY ELEVATION: -L1_ ylI D ATUM: V Vl s f at FILE N0.