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1992-3385 G (Plans) 141370 ACCORDANCE WITH THE APPROVED GRADING PLANS AND LEGEND WORK TO BE DONE P 5 , GENERAL NOTES 1 2 2 1 BERM CONST.PUCTED LEGAL DESCRIPTION GRADING NOTES LEGEND WORK TO BE DONE S.D.R. ST. DWG. QUANTITY Ali DUl ING ROUGH GRAD /NG 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDAR PAD PORTIONS OF LOTS 4, 5 AND 6 IN BLOCK "W" OF SEASIDE GARDENS ANNEX, IN THE CITY OF SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION 6" P.V.C. RECORDED UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT 392LF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA PER MAP NO. 1801, STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STAN - -o.s ' rnlN. AUGUST 6, 1924 AND COMPACTION OF FILLS AND REQUIRED AND COMPACTION OF TRENCHES. HE DARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 10" P.V.C. 30 LF 2' �g-1 FpP/v1E0 8Y F /NE NUMBERS: 411 15 ASSESSORS PARCEL NUMB: 25- -, 17 & 25 ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE , GRAD /NG (( FTER SWr7LES SOUrf1E2N c 4UFOR��ix} SOILS `TESTING, xn/G ° PREPARED BY CONCRETE LUG D -63 4 EA APE CU7' THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND 2 THE SOILS REPORT TITLED ! E07 WERE /LVI/EST /(if1T /ON - THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN DATED 9$} SHALL BE CON- _ DETA IL EARTH BERIe/1 ®�N E DE / E p ®P D EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. ECIFICATIONS CONTAINED IN SAID E THAT ALL EMBANKMENTS SIDERED AS A PART OF THIS GRADING PLAN. A GRADING SHALL BE DONE IN ACCOR- CUT SLOPE NOT TO SCALE Y L AN /� DANCE WITH THE RECOMMENDATIONS AND S - FILL SLOPE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. REPORT. 71/OV. /B, /994 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE C IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL W IT DRAINAGE AND PREVENT ATER AND AVOID DAMAGE TO ADJ OINING OINING PONDI OF WATER. HE SHALL CONTROL SURFACE -' n- DAYLIGHT LINE ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE PROPERTIES V NT Y FINISHED WORK ON THE 3 TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET A RIGHT-OF- SITE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN SUBDIVISION BOUNDARY CITY ENGINEER DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL CONJUNCTION WITH IMPROVEMENT PLANS. OF THE IMPROVEMENTS. MEASURES HAVE BEEN INSTALLED. CURB LINE (TO BE COLUBTk''r "TED PEP /MP. PLAN °3385 Z� I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS 3, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADIN 18" X 18" PRIVATE CATCH BASIN WITHIN THE CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER THE ISSUANCE OF THE CONSTRUC- IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND 18" X 18 DB IVAT C EQUAL 10 EA WIT PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED A PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR EXIST. GRADE 9 COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO CENTERLINE PROJECT OR UNDER MY CONTROL. SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL GRADING. BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. TG. FINISH GRADE �� / FURT114e CERT /FY Tf/ATA S REG/STEPED O /LS E/VG //LIFER OR GEOL /G /ST IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND Z.- SLOPf NA$ .BEEN OR WILL gE RETA/NFo TO SUPE,PI/ /SE OIlER ALL GRf1D/NG THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. COMPACT 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK f� FLOW LINE ACT /!A/TY 4/1 AD!/ /SE OA/ T�/E COMPACT /ON AAl 9.45 L /TY( T/! /S S/TE. WHICH IS DISTURBED IN DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A Q k(/NEiP: !s' ,, S /TS LTD., fI L/M/TEO PX PTNE,PSN /P 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. E.Y � D OP__ENT, 6'ENE,P.4L PIIA; 1/ER SMOOTH SURFACES AND UNIFORM CROSS - SECTIONS. THE SLOPES OF EXCAVATIONS THE CONTRACT If T �g ®� �� AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 7 INCLUDING SHORING, D SHALL BE RESPONS BLE POR CONFORMING TO ALL LOCAL, OF CURB CAL, OR T, (q/ TOP OF WALL SEC/ ®N f ti - By- ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. M'A. s" A,Pr pRC=s/oENr ,gr46 ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT N.T. 5. /l�A. S EW , , /NC. Q SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 4 '�� �f � ` OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE 8 SHALL B 8 {1/ BOTTOM OF WALL FOR HUMAN OCCUPANCY NOT W CONDUCTED BETWEEN EN HOURS OF 5:30 H. /? HIGH POINT G OO /�/ALD GOSS �'ES /DENT GI4rE GRADING ORDINANCE. P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. /3 7.O PROPOSED SPOT ELEVATION S ®I L S C E R T I F I CAT E 5. ALL TREES, BRUSH, GRASS AND OTHER OFF THE ( SITE CITY IN MATERIAL SHALL BE COLLECTED, g NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREG MEETING HAS (LED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL - -� LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE GRADED SCALE -MIN. 1 % I, dM► 2 %" :0. e Tp^� A REGISTERED CIVIL ENGINEER IN THE STATE OF FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY (/370) EXISTING ELEVATION CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, SECURED FROM THE SOILS ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATER- CALLING (619) 633 -2770. HEREBY CERTIFY THAT A SAMPLING AND STUDY ON THE SOIL CONDITIONS PREVALENT WITHIN IAL. THE SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF t5 /P. »A 4 "A N ®SCAP I I (� �� 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CON - AND !( ®� /'a * ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS I STRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RE- STUDY, WITH H MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY - CEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS AP- RM TO THE CITY OF ENCINITAS DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY EN- _ w / RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN PROVED BY THE CITY ENGINEER. PLANS SHALL CONFO VIEW AI/E/I/(�� / INCORPORATED IN THE GRADJNG PLANS AND SPECIFICATIONS. GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. GINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. - �- _ W ``A / I � f / ° 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO O C !+ ^ SIGNED: OCTOBER 1 OR I r, ( f, ;;r ' MMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR R- \ a ap FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CE R- J- W OCTOBER 1 AND APRIL 15. TIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT N0. -_ w \ R.G.E. NO.: P^ 7 g� 33850 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE AP- E ®�IVIV �/0� •TROL PROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN." THIS EXPIRATION DATE: - 1 1 IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGI- s I II \ - L (TOSS AT (619) $ 0629 NEER WHO CERTIFIES SUCH GRADING OPERATION. 7 / OR CA ENGI SERI lr_ _ "4 r F k SOUTµ E?,,N CAlI F012NIA II $� , , „•JO(1- S TeSTING , =n(C. G260 R/ VERDALE STREET 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 5A" DIEGO, CA" g216o- oG27 TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED yu 9 PRONE: (&f9) 280 -4321 ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF N OTIFICATIONS . \ I o 1r /�rn� iaa _ai1�g- TEMPORARY DEVICES WHEN RAIN IS IMMINENT. T THE EXISTENCE AND 3. DEVICES SHOWN EN ON GINEERING INSPECTOR. PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE 1' SHOWN ON THESE PLANS WE OBTA NED ASEARCH OF AVAIILAB E DS. �4 II �) 1 1 s ) � APPROVAL OF THE EN THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ON THESE PLANS, HOWEVER: IQ �� ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUC- THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO / r ®ECLARATI OF RESPONSIBLE CHARGE INGRAINFALL, PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 4 r �J `> / 3 q r �yJ J ,� 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWIN DUE T / I �� r j � / I HEREBY DECLARE THAT I A THE ENGINEER OF CHARGE OVER THE DESIGN F THE IS PROJECT, THAT I D HAVE IN BE REQ C Y THE IITY ES G I CH MAY ARIOSE. COMPLETE GRADING OPERATION OR OWNERS VERIFICATIO SAID UTILITIES N AND LOCATION N STRUCTURES PRIOR TO ANY EXCAVATION, FOR O OF UTILITIES AND NOTIFICATION OF COMMENCE- ; w �/ SHEET NUMBER 167- END EXERCISED RESPONSIBLE C MENT OF WORK: AIE y /1 .4 L SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSIS- 6 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU- ITATION DISTRICT X6 �6F7 >> / ® 15rpEET L/GNT TENT WITH CURRENT STANDARDS. TIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS A. SEWERS QACINI SAN _ F /RE F/YDRA/VT I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY CREATE A HAZARDOUS CONDITION. B. GAS & ELECTRIC - SD G &E 232- 4252 -X -756 OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN LOT NUMBER WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. C. WATER - SAN DIEGUITO WATER DISTRICT 753 -6466 SHALL BE INCORPORATED HEREON. -5- SEWER LINE 2 tj ®13 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE D. TELEPHONE - PACIFIC BELL SEK15F LATERAL BY' GLEN K. VAN PESKI DATE OF THE SLOPE AT THE CONCLUSION OF EACH WORK DAY. E. CABLE N - CABLE v!e1n(` 942 -y� -WATER L /NE RCE 41204 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BE- �- WATER LATERAL HUA164AIEP = 4660C/f/TES EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS 2. KEY MAP FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH GINNING ANY WORK ON THIS PROJECT. PHONE: (619) 633 -2770. 10179 A/UENNEkENS ST - =STORM D,PA /N SAN D /EGO, CA, 9Z 121 RAINFALL. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: v (6`19)558- 4500 10. SHOULD GERMINATION OF HYDROSEED SLOPES FAIL TO PROVIDE EFFECTIVE COVER- (619) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE AGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SUBJECT TO REJECTION AND REMOVAL. SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE ENVIRONMENTAL REVIEW N OTES y OF CALIFORNIA DEPARTMENT OF CONSERVATION. c ' �> CUT /4,.300 � ucq atvo. a. CY. Q / C p EXPORT TI �--- r-- ' - - - -r-' EXPORT - 56" � 2. STEEPEST EXISTING ( %) SLOPE WHERE PROPOSED GRADING IS TO OCCUR \ _ W 'C 0'.. I 5'TYR 18'59'9.4 `l 45 ra' I s s' � MAXIMUM VERTICAL HEIGHT OF 3. MAXIMUM VERTICAL DEPTH OF CUT IS 4.5 (� m I 7' / "p t uaRrES Ex/5 s PLAN SECT /OM A-A ELEI/Ar /D/V 1I 4.5 _ T EDGE Z "J N o 0 2 I OF PA EMENT- VERLAY \ I I z e Z z.• NOTE•' SANDBAGS L TO BE COARSE 6URLAP FILLED W /T// 3 W 1 J I I Z I Z/ \ j Zy r � (tic 4. VOLUME OF CUT (FT) = AVERAGE DEPTH OF CUT (FT) /. 76 _ zr, r �z z / 111 __ e 3/4 01?4V L (OR /►/'PROBED ATERNATE). / RDW /N AREA OF CUT (FT') °' �e HE/6NT FOR VELOCITY REDUCERS AND 3 ROWS /N T Z EX /ST. A.C. g _ 4" PCC 510,-( /EANDE.P /NG) L 6 " rraE "G " CURB r h'E/GH7" FOR DES /LTAT /ON BA5 /N. VOLUME OF FILL (FT') = AVERAGE DEPTH OF FILL (FT) /.¢8 W PACIF /C 6 "r1 PE G "CURB& PL�F SDRS.D. G 7(TYP) 4'A.C. B "A B �MN.) PVMT.� CC < R ffR SOR.SO Z(JYP 6, CUTTE GUTTE R PER S.O.RS.D ' AREA OF FILL (FT') G 4 A.G/ 8 "A. B. (M /NJ PA vEMENT G -Z (TVRJ m , n r,a° O`EAN S/rE * 4DEOUACY F EX /Sr -/vG PAVEMENr � 99 ONLY ' AND OVERL4X'rO SAT /5FACr /ON OF �I/ojQ/�_ TO BE ��N� EARTHWORK QUANTITIES SHOWN ARE FOR ESTIMATING AND PERMIT PURPOSES I'. VIA LINDA DEL SUR rf/EC/TyeNa /NEER ac>aao $ANDBAG6 /,500 EA. ACTUAL QUANTITIES MAY VARY WITH SHRINKAGE, LOSSES DUE TO CLEARING OPERATIONS, OCEAN B/EW ABENUE CALLS DE ADELE F. BIDDING COMPACTION, SETTLEMENT, ETC.. CONTRACTOR SHOULD VERIFY QUANTITIES PRIOR TO o N TS. 14YDQOSEE0ING /000 S. ' SHEET 3 W r 97, - FeET SECTIONS W AS - BUILT SOURCE OF TOPOGRAPHY W VICINITY MAP (D NOT TO SC,4 LE �/,15.g1 SAN-LO AERIAL SURVEYS AND PACIFIC RIM ENGINEERING, INC. rr GLEN K. VAN PESKI rJATE Z RCE 41204 HKP 3/31/99 S B w B APPROVALS CITY OF ENCINITAS ENO' /NEER /�/G DEPARTMENT DRAWING N0. W REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT M J a M.T. �( /s V IONS WNOT 5 F DESCRIPTION SAN DIEGO COUNTY BENCH COMMUN /Ty DEl/ELa DEPT. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR l GRADING AND EROSION T M PLANS ����� o 1 REV E EN , - MARK N0, OC- 140. BRASS DISC ON A �����_- e BY 1 `" �'� � ^° IA /I �� 1 96 C 6V15 E v v ./e E/✓G /NEE2 CONCRETE ABUTMENT ON THE N. r ;i - DATE ?L4 A) BY: YYY 8 E.CORNER HORIZONTAL 1! � 2 : 41204 NO 45 FSUILT rf�M R.C.E. . 0- OF A R.R. BRIDGE THAT OVER PASSES DATE. - DATE: A Bi �• ?' ENGINEER SHEET I OF 5 3� FiE 0 DATE - - -�' : 1� EXP. 3-31 - 95 WORK PROJECT N0. ENCINITAS BLVD VULCAN AVE. US.C,aG.S. VERTICAL _ ELEV. = 77.49. GLEN K. VAN PESKI 141370 Q3 (D CO EX16FIAIG 606, E46CMEIVT / �►'� el- _ _.. _ + �.- -- _ - � � - - ___ , '.. .._ --_ � "_.., - ,, _ , "' A10 67904 4 D.R. 9 . . .............. ..... 96C MAY 1961. 4 _w A L toy - .. .... ..... 7 III , a • . --j- � � 1 9 I A c- 0 " .o . . • \�� H �0 I43.Co � l � = Ou i bi � � ____ —•.. "y 4 x i r) C, 5Z M&/c any lrrIE5 9 % I A r &&E. WAOR O LOT 12 F % 91 ---- — ---- r LOT 13 5 �, LOT 14 145.0 ?Eq - 51 PA D 14 .5 1, ) FILLE 0 If PAD 144.3 PAD 1 .6 1471 q- �G- ORA 1,A/5 t5/P5)LITT rrja�j6L 3 "eVc WIA 04 Ab 140 1 14 I A 0 �3 ' I LIP 40 I , ; ; -I /� Z d 71� TYPE "O'C1. - V� 7 -- 7 -9,9. 75 • 1 4 l LLJ\ f 6TZ 14 ea 0. IE-00T=14 /8 � Z o z I Lu O d R, C.1: II \ •\ IQ� _____ 0 7. 0.' DEW ,41-e 5 IT6 -Z7 (7 I sv Y, VIA LI Nf DEL SUR 910�EA14Z PEP 1-,41VA9- 50 @0- 5Z, 2. __ SCOPE PL 5 12 - — - — - — - — �671NV \ 2 I/ l3 FOR dWir,� . 5 e _ { „ ! G / Q TYPE A'S;. 15, 0�q I ; 1; 0. 4 f 4,A10117, 138.74 Z E. 11V -- 146 A C. /,7 I.E (5 0) I.E.OU7.138 1 1 1 � 1 � -1 I.E. ollr�mc 11 7 ki I to �gl I 41 J\ 4 (pv VC. j t7 1,;� 4� 2'. 0h 6. 12 4 V/-9 79 1A) 16 /,�F 6 51 . 0 0 -,�- � Itl (3� L-- P ROPER KEY x6Q(j,..f-1 ro 1p LLJ 54 rls)r-Ac-- TI of 0/z 5 �u �u ZL LOT 11 Q- A PAD 1477 cr LOT 8 LOT 7 D 144.4 q 14 LO D 144. "I T 9 3. PAD 145-0 1< PAD 4 .1 LOT 0 Ap . . . . ........... 700 ' 77 -- --- -- ...... 0j p z -.4 C�) z >1 %N z L kA ! V i ItF P '` �� �� I /04 op' 1,05-00' 7 A\ i ._.. ! \' N 1,V57ALt. ...... �J: -141.4 3 > T6. 14z. 4 F 6 A T E3 SHEET T J 3 1 (3) Lli 1 �y M07,5 ALL EX /STING STRUCTURES 'A V4 TO 66: A245"OVED. < EASEMENT FOR POZ C5 6%R,4NrZ: /A/ FA OF SAN ,0166V COA 0 --2 64 44� c V16,'131LIrY TX441-A5Ze AlOrE wa 19,45 r,6,5(^1A C RECO OCT Off 29 /9?6 /4/ K 1079 P,4SE /X OF OE 0 �,< W XIF19 00,59 NOT COIV741N THE 10C47 4 64,56A NO 0135TAUCT101,115 1A1CZ-U011,10 -6/6A/-5, qC-O Z - 1E IV U aeAr, C/C A147-IAAL &A0W7H 1-�EzRI . . ..... 646&1WF1Vr t 1 17 5 P466,FFIAED FAVOR 6F lReAIE "ClIV709V I-110,qex rA-IAAI TkbK4E reel 4-ecivff 77-le AfflOWOED MOV 21, /929 /A/ MOAI 1542, F46%f 4 01 941D 0170 W ---------- LEVEL OP NEAREST 5TI�,Effr DOES NOT CONTA IN THE ZX4,rAW 01c,6,410 EASEMENT LLJ ------ - ZO 20 40 co A L c) DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT M. RiSCH I D. SHAIDAEE APPROVALS CA OF ENC�INITAS 6NG1A DEPARTMENT I DRAWING NO. W 7 rb r ( - \ ~— �I` / , ti ,../ 1. \ tK A' Revlsco L07 CkRADIVG v PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: 45 A3(111 7 SEE SHEET I HORIZONTAL DATE . 8- 25-91 BY: BY: 33856 VERTICAL WA R.C.E. NO. ; 41204 DATE: DATE: TM 89 ENGINEER 3- 31-91 eC,, 4/� c, GLEN K. VAN PESKI EXP. WORK PROJECT NO. SHEET 2 OF ` ... ..... ...... .. _ v r - �--- -- .-1 � H YDiPOSEED iw// NON /�'R /GATED HYD�C'OSEEO.if /,tom AMIPLEX LASEPENA - 20 /bs./act I '. ?� .� � �. C�PYSTER /A GLAU�PHYGGA - 6 /bs. /ACSPE Ind o o /og 09' y i D /MOiPPL/OTHECA 5YA/U14TA - 4 /bs /aCRE l4B U9 D t '' E NSCHa M CAL /PORN /C'A - 4 /bs. /,4C.PE III II I III ' L;</STNEN /A GALBRgTA - / /bs,/Al APE S i Q ! T � �PN f/HTA - 4 /bs, / AC SALV /fl ('OZUMBAROM - 4/bb- / ,40,946 k 1 1 � - ,V� ('OiL1FZ�NEN s - �' � yyO�P05'EED /n/G AOD /T /IiESA T LL BE S FOLLOWS � .te , HA S A � a \ j 1 � `', N I SEED AS SPEC /F /ED .� � �;S-ee -� - _. LOT 5 `, m 2000 lb PER ARRE 6/1 O5E F/BERMUGCH� - - I Z - PE R 6 -6 C �..i 14 9 - -- -- x - PAD � . 300 lb PE APB (/ 8) Ct�MMER ,G4L m _ (/ 39 — 3 F22f� SSE RC�PEiP ©Nf/EPNA/ - \ I tC / / Q 0 1 MA CK A00 E /20 /bss PER ACRC E O Y CONTROL /W - BlNDER ((PER MANUfACTU�PERS \U / LO T 6 p W �PECOMMENOAT /ONS). Q n A D = 141 I'� I - A00 APPL /CABLE SOG UB LE SO /L AMENO�yENTS f �. �•,, t '� t '. I � PER SD /LS AN,4LYS /S /PEL /ON, 1 �? ' �- r? p L� LOT 4 � D = 14 2.3 Z I �l 7 YP 019 o I o 5 7 9 9 v _J i { ° 1 138 $ �114 a g 39¢ 13 /E N bf _ � .- . ., � AK /N � S1DEh/A v 7/.88 19 � q I I. Lj E <<- 3 14E :13 2 3�w m _ /49 ' G O� 0 - .m v 48 Q �_ _ ..... _ _ _ _ ____ _ ____. _ V p '� �*a 4 EANOUT — Q 11P !N �( fl TY E " " &I� CL v y � /.E.OUT>13G.03 o , /�� C A L D ADE LE \ h - _ _ —� I� /OjGf7 CALLS L7E ADELE = Q FOR /MPROVEME&75 SEE DWG. 33851 DC� ti S "!�1/ /DE MEANDE�P //1/G /4 f 99 90 OCEAN V /EW AVE S /Dc-wW k PER LAND 10170 B.!/ C. V - EL = /3946 i I \, , � i � ^ ~ \� a•�b. 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