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1989-9190 G (Plans) GENERAL NOTES GENERAL NOTES (CONTINUED) LEGEND E raQ� _TQ_1�_QQ� 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF A. GENERAL EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS CUT SLOPE (2:1 MAX.) _____________ 2:I SLOPE DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 1. ALL WORK SHALL BE DOME IN ACCORDANCE WITH THESE PLANS, THE STANDARD CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION FILL SLOPE (2:1 MAXI T N EXCwVATIO OR EMBANKMENT SLOPES OPES WHICH ARE LIABLE TO BECOME LOOSENED STANDARDS OF THE CITY OF ENCINITAS AND THE SAWN DIEGO AREA REGIONAL 12:1 SLOPE SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE DRAINAGE SWALE (1°/- MIN.) EARTH BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. S. ALL TREES, BRUON, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE 2. THE SOILS REPORT TITLE PROPOSED RESIDENTIAL BUILDING SITE PREPARED BY EXISTING CONTOUR _ _ -240 -�'^ COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE ALLIED EARTH TECHNOLOGY, INC. DATED FEBRUARY 20, 1969 SHALL BE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT CONSIDEIIED AS A PART OF THIS 13 6100 PLAN. ALL GRADING SHALL BE DONE APPROX. CUT/ FILL LINE ___ ______ C AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APROVAL OF IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN F LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND RAID REPORT. CITY ENGINEER PRIOR TO THE DISOBAL OF ANY SUCH MATERIAL. FINISH GRADE _ _ _ _ _ - _ _ - _ _ ?J' 3. APPROVAL of TH I8 PLAN DOES NOT CON T I TOTE APPROVAL OF SIZES, LOCATION ' D. LANDSCAPING AND TYP)E OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET HIGH POINT - _- __________ H. P. RIGHT -43F-/AYE. SEPARATE APPROVAL! 00 PERMITS FOR THESE SHALL BE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDW40E WITU PLANS REQUIRE IN CONJUNCTION WITH IMPROVEMENT PLANS. RIP RAP ENERGY DISSIPATOR ( D- 40) APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANM AND ALL ADOPTED LANDSCAPE AND IRRIGATION 4. WRITTEMI PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. STANDARDS. RETAINING WALL - _ - - _ - - _ - - - 5. CONTRACTOR SHALL TAKE ANY NECESMRY PRECAUTIONS REQUIRED TO PROTECT 2. FINISH GRADING AND PLANTIND SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR ADJACENT PROPERTIES DURING DOMINO OPERATIONS. ANYTHING DAMAGED OR TOP OF WALL - - - - - - - - - - _ _ T.W. TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO BETWEEN OCTOBER 1 AND APRIL 15. GRADING. FLOWLINE - - - - - -- _ - -- IE E. EROSION CONTROL 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE IE- ESTABLISHED AMID REPLACED FINISH FLOOR - --- _ - -_ -_ F.F 1. IN C1ABE EMERGENCY WORK Ia REQUIRED, CONTACT HENRY TUBBS 4619) 632- BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 0332. 7. THE CONTRACTOR SHALL DESIGN, CDNBTRUCT AND MAINTAIN ALL SAFETY GRADE BREAK ---- ___ -_ -_ G.B. 2 . EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL TIMES DURING THE RAINY REASON. ALL NECESSARY MATERIALS SHALL BE ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAMB AND EXISTING WATERLINE __ __ - -- _�y_ _ STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID REGULATIONS. CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN I9 EMINENT. EXISTING WATER SERVICE 6. GRADING AND EQUIPMENT OPERATING WITHIN ONE (1/2) MILE OF A - _______ _ - -mow 3. DEVICES 9MIOWI1 ON PLANS STALL NOT BE MOVED OR MODIFIED WITHOUT THE STRUCTURE OR Hl!lIAMV OCCUPANY GALL NOT BE CONDUCTED BETWEEN THE HOURS APPROVAL OF THE ENGINEERING INSPECTOR. OF Ss30 P.M. AND 7x30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY PROPERTY LINE _ -_ ___- _ _ _ R RECOGNIZED HOLIDAYS. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING P.C.C. DOWNDRAIN l D -75) - _ - - - - - ..� --�-• • --- ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF B. NOTIFICATIONS � T:. PRODUCING RAINFALL. 1. THE EXISTENCE AND LOCATION OF LMIBERSROLWD UTILITY PIPES AND STRUCTURES P.C.C. BROW DITCH D -7 ( 5 I - - _ - - <== 5. r. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES A8 SHOWN ON THESE PLANE WERE OBTAINED BY A lEARL::H OF AVAILABLE RECORDS. � MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPTS BUILDING SETBACK LINE - - -___- S. S.L. OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. AS SHOWN ON THESE PLANS, MOWEVERi CONCRETE DRIVEWAY S. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY THE CONTRACTOR I8 REQUIRED TO TAKE DUE PRECAUTIONARY MINIMUM* * TO - - - - - - - •' PRECAUTIONS TO PREVENT PUBLIC TRESPASS CANTO AREAS WHEN IMPOUNDED PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK • WATERS CREATE A HAZARDOUS CONDITION., BITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE SEEPAGE PIT _ _ _ _ _ _ _ _ _ FOLLOWING OWNERS OF SAID UTILITIES 00 STRUCTURES PRIOR TO ANY �G1 7, ALL EROSION CONTROL MEABU/RE8 PROVIDED PER THE APPROVED GRADING PLAN EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND SUB DRAIN (RETAINING WALL) SHALL BE INCORPORATED HEREON. NOTIFICATION OF COMMENCEMEENT OF WORKS ENVIRONMENTAL REVIEW NOTES 6. GRADED AREAS AROLNW THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE A. SEWERS - N/A FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. I RAW CUT - 3 C.Y. , RAW FILL-2 C.Y. EXPORT- 1.465 C.Y. 9. ALL RE B. GAB S ELECTRIC - SAN DIEGO GAS s ELECTRIC - 436 -240 REMOVABLE PADTECTIVE DEVICES SHOWN SHALL IN PLACE AT THE END OF 2 STEEPEST EXISTING SLOPE WITHIN GRADED ENVELOPE - 80 % EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST C. WATER - OLIVEN14AIN MUNICIPAL WATER DISTRICT - 753 -6466 EXCEEDS FORTY PERCENT 440%). GILT AND OTHER DEBRIS SHALL BE REMOVED 3 MAXIMUM DEPTH OF CUT - 14 AFTER EACH RAINFALL. D. TELEPHONE - PACIFIC BELL - 422 -4133 MAXIMUM DEPTH OF FILL • 141 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE E. CABLE TV - TM CABL.EVIBION - 436 -"93 4 a)VOLUME OF CUT (FT) 3 - 99 ,744 - 4.6 AVG. DEPTH OF CUT COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE C. GRADING AREA OF CUT ( FT 2 ) 21 WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL_ HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS b) VOLUME Of FILL (FT 3 ) - 60, - 4.6' AVG DEPTH OF FILL ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE 224 > E4ILH_E+lQI►lEEH_�_CESIIEIS)@IE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BAC34FILL8 AND AREA OF FILL (FT I3, COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND I, ROBERT C:HAN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND TESTS WERE CERTIFY THAT A 004PLIND AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS MADE BY HIM OR UNI ER HIS SUPERVISION AND THAT IN MIS OPINION, ALA„ DECLARATION OF RESPONSIBLE CHARGE SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES d'fACO/Ff y t D EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE AND f/ /9a9 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS APPROVED GRADING PLANS AMD THAT ALL EPORMNEENTS AND EXCAVATIONS ARE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. STUDY, MY RECOMMENDATIONS, HAG BEEN SUBMITTED TO THE OFFICE OF THE CITY ACCEPTABLE FOR THEIR INTENDED UBE. THAT I HAVE EXERCISED RESPONS CHARGE OVER THE DESIGN OF THE ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL E SURFACES TO PROVIDE INCORPORATED IN THE GRADING PLANS AND SPECIFICAITOM. POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHRILL CONTROL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTY ON TO FINISHED - �,�� WORK ON THE SITE AND SHALL TAKE REMEDIAL PKASLMES TO PREVENT EROSION CiFICATIONS SIGNED G %"""' ��"� OWESS� OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPE a o EROSION CONTROL MEASURES HAVE SEEM INSTALL BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT ,� NO 2.46 ��� o RT C, , , RELIEVE ME, AS ENGINEER OF WORK OF MY RESPONSIBILITIES FOR ?, 3. AL AREAS TO BE FILLED SHALL BE PREPARED To BE FILLED AND FILL SHALL EXP. DATE% /1/!//93 x BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE PROJECT DESIGN m MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR RCE 24613 ,a FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS 91ALL BE REMOVED T T NAT „ O SUITABLE FIRM ORAL GROUND. THE T} C/YI EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED DATE MINIMUM ¢ / s 70 �F CAU�O TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S 13Y. C• ° r f A RESPONSISIILITY TO PLACE, SPREAD, WATER ANO COMPACT THE FILL IN STRICT FRANK C. SPRINGER,JR. ACCORDANCE WITH SPECIFICATIONS. R.C.E. 282W, EXP. 3 -31 -94 RC,E 31(64 Q H PROJECT ' ~ E� CAMI SITE Rr �/�gnn��g �ev/e.49.' ✓ r l7 o 9 T " PRIVATE CONTRACT WHISPER WIND 0 ST. l0 F 'j• DRIVE O 2 C /y�i i 114. *��� T O o 0 's i � HENRY W.TUE{BS of REZONE PERMIT NO. PERMITS r CITY ENCINITAS TH. DE►ARTMEMT OF ► UISI I C WO EHHEETE W p B ST. 1991 VILLAGE PARK WAY, SUITE 160 GRADING PLANS FOR: .- p 6 TN ENCINITAS, CALIFORNIA 92024 SPECIAL LIN PERMIT NO. w a T PHONE : (619)632 -0332 TUBES RESIDENCE � 70 NOTE : EARTHWORK QUANTITIES ARE ESTIMATES ONLY AND SHALL BE USED FOR BONDING TENTATIVE MAP NO. -- TH. T PURPOSES ONLY. CONTRACTOR TO VERIFY QUANTITIES FOR BIDDING PURPOSES PARCE L 3 , PM. 10526 LEGAL DESCRIPTION CITY 'APPROVED BENCH MARK CALIFORNIA COORDINATEIMOEX Ib. Dac,ytiM AMM,wM M OM, TOP OF 3 PPR IE DESCRIPTION: /4 IRON PIPE AT l„�;,, -,,, ENCI PARCEL 3 , PARCEL MAP 10826 SOUTHEAST CORNER o f C. dr. NITAS BLVD LOCATION: PARCEL 3 PARCEL MAP 10526 BY: FR NK RIN JR. • f0 tlAC N A. P, N. 263 - 390 - 36 ( 1.07 ACRES CITY NGIN[ER _ VICINI MAP ASSUMED ELEVATION DATE: 0 - «--. 9190 G MCORO FROM: NO SCALE ELEVATION: 198.30 t1 AERIAL R.C.E. r., -,nw.. Il TOPOGRAPMIC SURVEY W FILE N0. J.N. 89-48.3 EX /ST /NG 20'1Y.97E�eL /NE EASEMENT 717 OL /YENf/.9 /N ?O' ~ MUN /C /opt iq/j}TER OITR /CT EX /5T/NG 35' ' PLANNING QEPT. NOTE / DOc- NO. 79- 3/636) - W,plEQl /NE EASE ENT REC. j7 -3/ -79 W I ( ra of /vE,vyA .vic %o `�L oTER o /srR /c ( r NO 61 - 01 F ,� k'. PERCENT OF DEVELOPMENT ENGRJACHM�"NT /NTO OOC. PEC. 3 -144 a/ OVER 25 % SLOPE MAY NO F EXCEED' /O % . �. (BETA /NG N/.9LL` - GRADING PARAMETER MAY Nc)T BE MORE THAN y ti o I _ AS APPROVED ON NEG. DEC. FOR CASE � .ma a NO 89 -089 E � /A AND BS - /S 3 / DR . Y �r \,N e/ YT'3S a` APPROT W L WATERLINE (EKWISTIN r s ZOi ` p „ CAT .� R e.s.L. m ` lot SC 8 E� , „ f , F LL �s i l w /:� 11, W CL O, 7/ EX /ST /NG 30' lf�9TEPC EASEMENT TO OC /YENHA Yf NE ' l r _. n� --17r F`i WATER D /STR /C7 �.• �� ` PEf Q9C. /1/O. B /-07Z 7 y , � ._ •��,�,..• �DE �,.. SPEC. 3 - /O -d W�y " ;URE G .. P A �� RC r, .� OL 2 $0 7 � so' P J 2 2 0. i. , �� /l l J . 10 4 �,' �' .� r f . PAR( 4 i J • r . �. �. wr .. a �— _ tD o 6'� /B W G�/TCN 0 -75 � °' /+iii �TYP /94 _ _ I �/ 9 � oy f .� ° ' "�. /� a PC C. DOWA'O.P,4 /N VAT OF WALL y t;(/ i _ .. TOP { 2 ° sT�NG C 3.5 m ELE ION SHOWN PAV/N~' I Pt P 0-75 ON B rTf 'S d , � ,�. _ J PLAN. �J 2 " L< ' f ecc ryl �[vrV JQ!N, =•B 3 L �x � S /PiPAP P¢ t�7�`: _ A ^'t �oissioa7or Pf _ TYPE T ¢ L.00q�C,f'NESS TYP /G"9L r Z1 r te+. �POCt's /oast o { W_ /ZE -AV e fwnt /h2i CIq z Zip o Q >3 x i ` � ro� ss' Z 19 2 1 ��"S 0 ( 200. - A 'O 4 /¢ 7 PAw pExlsT i C 2 MASONRY RETAINING WALL _ �R SI © 1 Q TYPICAL PER REGIONAL STANDARD DWG. E � o z� i NO. C -4, C -8 .. 2 ' R SUBDRAIN 8 iY /� � ?dap ON D _ < 2 "P t O O ✓ED ` 190 'r )F �' EX /ST /NG 40'PP /Y9TE y OdiL``,,/�10,, _ /TCL.IIHEO. iPOA� EASEMENT �oE,e SE T C I 0 N A A , -" IY�ITERL/ NO SCALE � TO r�, (' r r, ; N6. �� ,07 2617 .t" _ 7 Ric. >o- (9 / � - � � acE 2=0 C „ lam * EXP 3 MS' OF zo qo v°> PRIVATE CONTRACT a o PERMITS CITY OF ENCINTAS m v more: ga SO /CS REPORT T /TLE`D 1 DEPARTMENT OF PUBLIC S s3 ETS w I L / N /TED SO /LS /NYEST /G.ITbw, REZONE PERMIT NO GRADING PLANS FOR: z 0 OD P,CO,/ECT NO. 24 C4� AND .IDDENDUM SPECIAL USE PERMIT NO. a v CETTE a ,t DATEO F &',e aa,eY ? /990 T U B B S RESIDENCE FOR SPEC /F /CAT /DNS ON Cf/T�F /LL TENTATIVE MAP NO. T ° e A.V5' /T /O.V AX6 711ROVGN.dAO. PARCEL 3, R M. 10526 CITY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINA INDEX No. ownpowo Aw"M W Dow DESCRI PTION: TOP OF 3 /4 IRON PIPE AT SOUTH EAST CORNER OF PPROVED Egln•n olwwk �;• r = IT . LOCATION: PARCEL 3 , PARCEL L MAP 10526 By: FRANK C.SPRING RJR. .C.E28290 :n ci G ER W = W W RECOROFROM: ASSUMED ELEVATION DATE. awiM 4 Z ELEVATION: 198. 30' D ATUM: PREVIOUS AERIAL R.0 E hrrnl� Ne. �/ O TOPOGRAPHIC SURVEY W FILE M0. J. N. 89 -48.3 TuAM m ow 4 • 1 C'ONST.CUCT EA,eTHEN sW.lLE PE.f D -75. C' 2)' /T1 14- . G,PAlaE Si4NOs�GS E.risriNG ��� EX /ST /N6 2'0 ' AWTE .C' L /NE �r f0l/A/O a f�95EMENT v OL /YENf/v/N ?� _ MUN /C /r�y� w-47,eR O /STR /CT I EX/gT /n/G 1S 04C. NO. 79- 3 w'P1'f,Pl /NE EASEME „T W TO OL /V6NHA /,Y M!/N/ iR l L if OOc. No ds 0720/,7 ER AR.Q//YAGE . AXZ.E i a I u �.fCTA /NG WA«,) W° SECTION A - A $/5 "w F o I S. SO' X J a NO SCALE _ nT 1V13 ° 07'43" 0 - I 1 tir ° W 0/ —,,,• b • � �, N �? \ SANOB 6 6 "A.C.P. WATERLINE (EXI TIN ) 2:I - - Z Iq• AP PR Ox. W 7 w `Le SAN, 4495 rTY ?1c•Al,J �L • e.s ' . E d 2:1 SLOPE ' �.; .. 0 - — _ SECTION B- B S.1- 6 7. / I w NO SCALE GARAGE 3 BAGS 1116'W (41,4,r) O I • 1 / h EX /ST /NG 30 l4 Y'E el /NE �/ 'I EASEMENT 7- C o'// ✓ENHA /N /!! /N /C /PqL .':.Y f �/ W9TER 915TRiC7- r' ,c' -A1)C n,o.8 / -O , � Z� � /9. v � . '• 1 /roil 18 A FUTURE G � ..• o I'• ,I C O w 1 0 R FF h l' 1 A :1 ••/ ��:' _ • F IA. r d "^'1MC. }� - p SAND BAG :''•' ```'�,, PAQ =, 2Q. W TEMPORARY p VELOCITY CHECK DAM _ J _ . \/I I r J -' NO SCALE I - -�,,,, c, ; a Y C , W6 AS, tW W O /TCN RCR o -75 c- c o lid 0 qjM N �1 P 2 1 �Im P.CC P i __T WALL fXTg S L 35/ �� / N x OowVpe4, •, ELEVATION SHOWN ON TT G C r . �w \ h W Pfe O 75�rS < 9L. PLAN. /�• I•• ,�° r 2.1 . ti . S Y/ OOTAIA/ __ ,�Is TY/°E - x3" P, C.C. .. . , „ ' ' , . '. • •, - -- ('.r�-r. wA 2 � � " S x � O SiP A0141,oV O.eA //V / B. S. L PEf O'75 z:. 62 6 \, ��J.�,�A.•.A �. 4�• °” o� �sr f w , TM - - - - -_ ar � SL E 98 -' ti �o,�r�Y - .�_ �.� �, V' 2I J- 21 4• w 0 (200_ 1 N a N7J 07'43° 3 pnvIt �ExlsT. / W ZX MASONRY RETAINING WALL 3� Q 147 9B I( 0 - PER REGIONAL STANDARD DWG. a ZQ NO. C -4 , C -8 . 2�( TYPICA I L EACH SIDE) J 1 "EI I I i" a SEE DETAIL FOR SUBDRAIN YELQC /Ty: CHECA QA,f 0 ON DWG • C -a 2 ,*4V /NO 0VER N APPRO ✓E 73 b 07' 4,3 "w a0' p BASE. REM O OVE EX /ST SEE L T���N 4Td °AY /�YG AS RE E Pi ✓.yTf J _ 0 QU /RED R OAOEASE�/fNT w ' 1 , e / _.__ _ L �. 'V ,� \• b FO.t D Vj�EV , /Y(j 7, y,1� e ��1'(/fI /ON, •?,�.,t�52e .eEC, /o�.�6'0 I �°�'OPosEO vERT /CAC 0K 710,v oi• / - S 40 "P / , EEP Y 4 GE R P s /T G 7 . 5 �SEE HEALTf/ DEPA,PTMENT .ef PO•eT� r- :.'; DAO EA S&ME,yT PEQ DEG Mp 90 - ois I PM _ /OS ?6 RFC ;o /zjeo EX /3T /,UG /o SECT -: 0 N A -A Gl/ATERL /N�EASFMfNT ► NO SCALE r0 OC /VENHA /N MUN //Yf;IC • Al/ATE p exv. iT 1 /•r+ 1 EROSION CONTROL PLAN ADDITIONAL NOTES:: . T SEF: IEET At2 ERQSlQN XN7A gt A'arES PRIVATE CONTRACT °I t /°CAST/` SHEETINv(VISg4lir .) .1.11I €M.ITTING 1— h'r�.ea ax Aee�arrQ ejewk e - &-rra 3 - -- CITY Of ENCINTAS �� l�1CST�fLLE� QIrV AtL EX« L� �I�,as:�rrl� _ PERMITS SHEET _ J DEPARTMENT Of PUBLIC QE. WORKS _ J I. _ -- '- SHEETS L REZONE PERMI f NO - —� °i — - - - -- — GRADING PLANS FOR - T42P_ a_r9LC__.lCop.ES_Z•Ltw- SPECIAL USE P! -RM1T No. - -- TUB BS RESIDENCE I U �fTA/[ ¢' PLA.YTQ P.REYEAlr -mIER fif�QAL FLllK/lNG_._ - - - - - - - — U ' TENTATIVE MAP NC FARC.F L 3 P" M. 10526 CITY APPRC7� Cf l S � _` BENCH MARK �. Nu D.¢npuon :,,o.M T— — at* DES, MoTIUh - T OT OF 3/ T CORN N PIPE 0F A1 -.. - - - - - -- •. - -__ - -- -- -X -1 r _- .lur «°.o. _ �.' CAUFOHMIA COORDINATE INDEX ROVED �.. I IOCATION PAFCEL . 3, PARCEL MAP 10526 B FRANK . CS t AR .C. �.w.... - - --- - -- �. C -- - - CIT ENGINEER r - L REC FROM A SUMED ELEVATION _ -. - - -- _ ---- I OATE ., 91 ® .. ELF. ATI9N — 3tl 30 _ - __ _ - DATUM PREVIOUS AERIAL IR.C.E '��4 ►mm�N° ,_ ___. __. L 4 -- -- TOPOGRAPHIC SURVEY FILE N0. r J. N. 89 -48.3 t _....._ __ ..... , ff