Loading...
1991-1134 G (Plans) WORK TO BE DONE LE6ENO A. GENERAL CUT SLOPE (2:,l ALIX) - - - - - - - - - �- =tea F /LL SLOPE (2:/ A1AX) --- - - - - -- =T- SOILS ENGINEER'S CERTIFICATE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE EX /S T. CONTOUR - - - - - - - - - - - - - -ter- -- I, pfN,v /S Zn►�,vr�RM AI V A REGISTERED CIVIL ENGINEER IN THE STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR PROPD�'PED CON77X//P - - - - - - - - - - -- - 200 - STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF STANDARD DRAWINGS, ANY CHANGES OR REVISIONS THEAEFROM SHALL BE APPROVED FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY BY THE CITY ENGINEER PRIOR TO ANY REOUEST FOR INSPECTION. ALLUVIAL SO EX /ST. ELE!/•4T /ON - - - - - - - - - - - OF THE SOIL CONDITIONS PREVALENT WITHIN THI I E GEOTECHN /CAL /NI�EST/GAT /ON ILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6' AND THEN COMPACTED TO OR UNDER MY DIRECTION BETWEEN THE DATES 8 WAS M AND g - AD 2 BY NE 4-� 2. THE SOILS REPORT TITLED WAGN PREPARED BY ER PROPERTY F /N /.!'H ELEI/sJT /ON - -- - - - - - - -- ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WESTERN SO /LS A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DAYL /TE L /NE -- - - - - - - - - - - -- -� PLANS RECOMMENDATIONS ANO SPECIFICATION$ CONTAINED IN SAID REPORT. - CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE -OF THE GATED 8 -24 -89 SHALL BE CONSIDERED AS A PART PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH ' OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS. EASEMENT LINE - - - - - - - - - - - _ AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND PROPERTY LINE - - - - - - -- - -- SPECIFICATIONS. 4. CUT AND 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PRODUCE SMOOTH L SURFACES AND UNIFORM CROSS SECTIONS. THE GRADE TO FIH SLOPES OF LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS SUED /V /.f' /ON STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE DIPECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY PC.C. BROW DITCH - - - - - -- - - - p SIGNED: DATE: S 2/ 9/ REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR MOD /F/ED CRO55 GUTTEAQ-- G -/3 - -- C 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. SHALL BE REMOVED EMBAN W HICH THE LI TO BECOME LOOSENED OF ALL SLOPES SHALL CODGEPOCE FENC /NG RCE N o.: 2 6 6 76 EXP. DATE: 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE TEXTU2 /ZED Pq!/Eti 1EN T fT,eq� CQas� /�v0� - DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR GRADING. SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED ES fUMiNgTED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO WHICH IS DISTURBED OR DESTROYED SHALL BE RE ESTABLISHED AND REPLACED BY THE DISPOSAL OF ANY SUCH MATERIAL. o is z A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. C- ', NaCE26616 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT ASO MAINTAIN ALL SAFETY D. LANDSCAPING 4 DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS 9j Cry ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF REGULATIONS. ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STANDARDS. T A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES OWNER PERMIT TEE �INN�Q�S CERTIFICATE DECLARATION OF RESPONSIBLE CHARGE OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED NE IYABN HOLIDAYS. BETWEEN OCTOBER 1 AND APRIL 15. 6B/ NA 6A CO//RT (WE) NG2E6Y CE 2TI FY THAI A QE(pIyI'EQEI7 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 9. 5EE Apps T'I0t4AL_ I,ICr7E • AR 92000 5C�IL8 GNCsII.)EE¢ a2 Gec=L..c�Glyt FU`S Mato PROJECT AS DEFINED IN SECTION 6703 Or THE BUSINESS AND 43/ -995 oQ w/tLL bE RETAJN>ry Tc� �pFg�I�j� av>E¢ PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT . NOTIFICATIONS E. _ EROSION CONTROL Ah'�-L- GRAC &C V)T AND AVVI - epa ON - THE- STANDARDS. © ,NI/CE M;r</A/ 0 MIKE BOTKI/V CnMPbCMCaI.J A D Y 71��I L.ITf CAF - IE �j( TTr . I UNDERSTAND THAT THE CHECK Or PROJECT DRAWINGS AND 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND i. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT AT KB6M BEVEL OPMEMT STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE 4114_11`�`' ~t 7964 AR 0R. ,5r6. 'E" SPECIFICATIONS BY THE CITY Or ENCINITAS IS CONFINED TO A REVIEW r RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES 6 -2048. < OCTOBER /sr ro APR /L /b ONLY AND DOES NOT RELIEVE ME, AS ENGINEER Or WORK, Or MY SAN O/EGO, CA. 92/26 ` '' 11 RESPONSIBILITIES FOR PROTECT DESIGN. EXCEPT AS SHOWN ON THESE PUNS, HOWEVER: 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT (6I9) ,566 -2048 W `fPl C- FZ pA iG ALL TIMES DURING THE RAINY SEASONSJALL NECESSARY MATERIALS SHALL BE 1-064N EN6 /VEER /N6 THE CONTRACTOR IS REOUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT STOCKPILED ON SITE7'AT CONVENIENT LOCATIONS TO FACILITATE RAPID LEGAL DESCRIPTION ANY EX "STING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS CONSTRUCTION OF TEMP RARY OAl OCTOdEA� /9!: DEVICES WHEN RAIN IS EMINENT. JM�- /20 B/RM /N61iw LW. '(//73" //0 THE CONTRACTOR "3 RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS Of SAID 1. Q © PARCELS I -4 OF RN 11411 8 off'40M'7.twr.�►a" DATE C.YRD /FF, C,I 2007 r (i'/9) 942 B 74 IffEcl UTIL ?TIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHmIT THE APN 2 4 �SZ�/ �D �I����ial, LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: APPROVAL OF THE ENGINEERING INSPECTOR. 6 Q 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING 9. wc) GvAv NG OPEQATIQNS 5HAL.L- C�MMEl. c_ BY ' DATE: A. SEWERS - l44 -5079 CARD /FF .f*4V /Ti4rAW 01STR /CT ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF UNTIL- A PRE MEETING HA5 8� HpLp PRODUCING RAINFALL. CN gITV wtTU THE 1= pl.l�w)NG p,. PRF.7ENT: RCE NO.: 3972G EXP. DATE: /Z - 3/- 93 I B. CAS iELECTRIC - 800 - 422 -4133 5.0.6.*E. CI"T`f IN -5PBGTnz; CIVIL ENGINEsER� 5�t�5 EIIGINEG -¢ 5. THE CONTRACTOR SHALL INSTALL ADOITIONAI EROSION CONTROL MEASURES AS GWAPIWG ckok v}� doI•. A"v P'61?•M1T"( - B . THE C. WATER WATER - 753- G'464F 0..M.i4.0. MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION GRADING MC -e SHALL bE SGHT cDUL.E� OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. WITH THE CITE( AM LIrAFjT 46 PICXJQtj I N ADVAt<E'/ 0. TELEPH(�NF - t,00 - 427 -4/93 PAC /F /C BELL 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY c c �+�+ E. CAt't: 1, 600 -4rf -4133 A"ZCLS C4,&E4 /S /QN PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS J � L E `� J CREATE A HAZARDOUS CONDITION. N. E. OF /N7ZwxerT /O/V OF i I 2., CONTRACTOR NOTIFY THE CITY ENGINEER'S OFFICE 38 HOURS PRIOR TO CAN /NO DEL RANCHO jp 9fGIwINi AvY WON( ON THIS PROJECT. PHONE: (il!) 914 -5070. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN CALLS ANACAPII IN 4114EN101N i SHALL BE INCORPORATED HEREON. 3. THE CONTRACTOR SHALL LIVE 24 HOUI13 NOTICE ON CALLS FOR INSPECTION. RECREAT TRAIL NOTES: ,.` V i V HONE: (619) 944 -5070. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION 8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE WILL BE SULJELT TO FLTFCTION AN^ REMOVAL. FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 1. BRUSH, ROCKS, DEBR IS 4N0 OTf/ER OBSTRUCT /DVS 9//ALL BE w 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END g6Af0Y p FROM 7R.411. 7X411- '64Wy=.466 5W..4LL Age N.4T/VE C. GRADING S&L OR Apecaw 79E0 GR•W/TE A94PP,4lov4fP dY 77/E C 17Y 1NSPEC722 R. - - -- OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIR PROBABILITY FORECAST Q EXCEEDS FORTY PERCENT (40X) . SILT AND OTHER DEBRIS SHALL BE REMOVED S /TEo p. MAX /MUM CUT SLO 1. ALL PE /5 e:1. .W /N /MUM F /LL SLOPE /8 0:4 ��RADING SHALL BE INSPEt.TED AND TES:EO BY A QUALIFIED SOILS GRA vts >A AFTER EACH RAINFALL. 3. VERTl"I_ DE OF rit4 /L A/ -4LL NOT EXCEED 20Ye. ENGINEER OR UNDFA HIS DIRECTION. ME SHALL INSPECT AND TEST THE ours RtO� EXCAVATION PLACEMENT AND COMPACTION OF TRENCHES. ME SHALL SUBMIT SOILS ar R 4. CROSS SECT /ON OF TR.4 /L Sf/ALL BE NOT LE55 T//AN /1 REPORTS AS RFOUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE OR GREATER 7//4V 5 %. 4LL pOi ENV /RONMENTAL DA TA � )� MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15. THE SLOPES 5. VERT /CAL CLEARAA/CE OF /:?' SS�/ALL dE A441,VT411VE0,4T INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT SHALL BE STABILIZED.WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH ��� s� �. vrs. 2 c c = 2,S •/. ' IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE t �a�E Co . PROV /DE W4TER GWRS ON TR4/L5 7f: OR 6RE.4TER. •STEEPEST Eaf /ST /NC NA7I!/yBgL ,f(OpLc qNS /TE •M4X /MUM VERT /CAL OIEP7/VgcCUT_ lo WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND OF CALIFORNIA DEPARTMENT OF CONSERVATION. o SP ACING Aj EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. SEE OE7'414 BEL • NAX/MK/M VERT ICAL DEPTfI Qv F /LL = 14 V 7. TRA /L M /N9T44L PLc,q W4AI&AAC764RERS 9PLcC 1F 1CAT 1DN5 • AVERAGE DEPTH OF cur= 37, aw C. Y. (27) = 150 000 F;r '± 2. THE CONTRACTOR SHALI PROPERLY. GRADE ALL EXCAVATED SURFACES TO * EARTHWORK �� CAf 5 ow lre C/0 AWO 6"G" : AVA /L4,OLE FROM •AVERAGE DEPT tw f /LL = 37, ROY! C.Y. (27) i /gyp 000 fT= = 5.-7 7 ' PROVIDE POSITIVE ORAINAt AND PREVENT PONDING OF WATER. HE SMALL / mh PHONE: /-B000648 j��S /TY,NV B9706 , W k tl. CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SIT' AND SHALL TAKE REMEDIAL MEASURES TO PREVENT CUT-- - - - - - .37, C.X 't' � Q EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE F ILL - - - - - - - - ,37, OOO C r # AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. :i : / Z'E/'v'f�/i;i�Y' %YE PLACE / WA 7'69 B.4R FOR EVERY 5' R /SE utLov /B X/$ X 18" 5ET LOG$4TI5 TO Z 8" M /N. CCA TREATED I � � � WA 71 VC ROC A' f'ERPF,A/PICUGIR TO "PEELER LOG , OR ` °a 's SUMP 101WI 7 RUNGJCF 3" TEL EXONE POLE W , z REB4R STgKE5 < doc1GK,JrS E . l�0 U4-�� 3 % m � z¢poc. c>;+ r�vrrr a La�A,�Nr LiEilARTAlENT R • -L'. 39'1 rRAIL *EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND N ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL MIN /TY Z QUANTITIES Ati4P FULL W /OT// C/) ' d MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND /OR AfZ ,f E WQTE R BQR DE T4 /L Cn SWELLING FACTORS. OF TR4/L TRE40 z W W �PROl�EO BY NO 5"1-6 - z REVISIONS APPROVED DATE REFERENCES DATE �`H�( SCALE O UPDATE PLANS 3PECIAL D16T�CT PP MM-S CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NQ. W Q w I- - RES NO. -Z 90 -44 /023 9!9 L'f/ /S 7A°/AI.W'L MR/YO IM /l7 A 4f1 PLAN REPARE[j/UNDER CO EN D PPROVED - Ul - 1 T.M. 89 -297 fN i'GZf'T. .lIW OLMIIEif /NT. EL C,�A•fl /ND SUPERVISION OF RE / / oEC .Wew>Z- I RsF R D. Zs" W/o /• = 4d 8/�AD /N6 PL.�N FOR: RSF ifO 0 60' S/O EL a4WOOOW AFL HORIZONTAL DATE - BY: NOR7Lc 9E OC-0079 C/TY EN6 /VEER RANCH!/ /EI�V E�S'T�1 TES S E'6.5. VERTICAL N /'' R.C.E. NO.: 39726 -7 ^� . QIOlfitec/AS EEL46AN EXP. /2-3/ -97 - `�_�/ T Gl9rE avif WORK PROJECT NO. I. Af. "- S7 SHEET OF MICUl GRAOW A : F /LL 9LOPE.S "WZ BE KEYED INTO DENSE PROPERTY LINE DATA NATURAL 6ROUN0. T.yE KEY 5110040 .BE A NO. d OR BFrY RADIUS LENGTH N/N /MUM OF 2 FEET DEEP .4T T,yE TOE 3 OF SCOPE AND FA4G !'v /Ty 57 6'R.4af f N 14 °00'00 "E — 12717 G �1. �� TOGt44RD /NTE,P /OR OFTHEP.POP03ED F/lG P� �� � \;� - ---- -_ A2EA9• .5'EE.oPOF /GE Th'/,S',SHEET • � 6 220' 2305' _ 24'20'56" 220' 9349' Rl 12'31' 13" 260' 5682' 2f'52'56" 260' 99.30' A 46 20' 16.26' vti "y o > 68 �.�� '�� ,�� z° 07 18'25'01" 45' 14.46' v � \ �� S CALE : I ,� © f23 °52'45" 43'22'17" 45' 340 45' 97.29' ������� 40' Q 6' 96'17'28" 45' L e �o fo 75.63' ODGE POLE 59'02'28" 20' 20.61' 12 29'05'11" 220' 1f A 1. ' 2'08'26" 220' 8.22' 7- 24'20'56" 260' 11 \ 14 0.49 ' N 14'00'00 "E — 19.65' \ - P. c. c. �R�w OI " " f6 N 14 00 00 E — 144.20 ;ti 11 X0 ,3 � PRO ✓ECTED PLANE L IOl �� SLOPE TO ,4PP�P0llED � Ma�E� , RV 40 . ol IMINO pVE B M/N /MUM BENCH EXISTI lP66� i ; i �� �_ = 30'40.8 !:� A \ V ��� � h — - _ - - - QEM � — - - - -- —/ � �� �r AfWAfeAL P /CAL BENCH CHE G//T v4e -9 � /M�� E EY — - 1.57 f 1 / i BACK0�9 /N.S MAY BE 2E U /RED R��P ', Lor ri M o , i RECOd9MENDA7lON3 0j ENG/NEEQ. F¢� R a� v ria sLop[ av, s _ u � � - = \.\ \...0 L, _ �; j �; T PER DOCED PER PER PIAX N• 14 OF 5010 RE-PORT PRO TY DATED f-7-75 03824 W07 TO 5CALE — s -- 0 40 GR _ v TO V, /I pC ,�! ' Q 40 )9P /If47� �P�40 /UT /L /TY EASEMENT ! .. - h _ 0 W/T</ AVROW �\ �y\ \� �� \T 8 C44 RANCHO VISTA i Oft RANeH& 41 lie 1 16 40, , EXIST. 70 fl D. 1 \ \ \ C Af JEE i - r \ ,\ ,_, - R gl o Z - ' LOT - I� W LLJ � DA I� 0 r. , -� 0 U5L/ / OF WRY /1 C 3TQUCTURAL SECT /ON W jyggNT ,�r!Q Fj h Z P Z v E MEN VISM - �� Yi w -- - -- _ PPOPOSEO 8 P. !! C. � �—�- __ _ EASEMENT �^ A � , - - 110 -- - - � — � WATER MA /N . - w _ i • s RT Y Q C, 4 h TKAL S9110N 0 �N I N� ALE _ O 4 0 / O l P ED J C 0 - ® ' � quo -F-- P - 8P P,QOPYISE D r sE�7Y1E 437.90' �ivgTE - d C¢E4 ►.�L- RMAN I /GE ( YP. _ . /.�00 .KC. Q 0 DOC /- ( 790 F/P No / GC T t _ _6ZOVIIVS IN TH /.s RREA TO DA TED G \ ACCOMODgTE M/N 8 W /DE 2 '� OPEN B UK OF EX /ST. CURB EC�EAT /ON�IL TRA /L TDvioE [oosE. c� �� L O - �� INLET S CONSTRUCT "F "TYPE "'�°� - � MAP � i � `�, � �'j "� /. R�P ��, �— � � ` OPENING. TIE BROW DITCH � • ROV /DE M /N /AWAl CURER Cl��4R'4L TYPL� FENCE 2 i" , ` - � INTO BOX WITH SMOOTH TRANS /TION i �}�8 's (J) .�eouvo /�vcEr. S'W /LE x /8'LQ1/!i A�roOIF /EO Exl.0 N.H. /B , �x (j) OVEde strwFd? MA /N• — M!D-BLG1C.t' CPa'.S3-GUTTFQ T.N• d7 - / EX/47 CONBT,�UCT 7764/4 C+tUlJ1✓No Ct"t "�� W L►J Li T/E NT X /B ET. OFENIA16 Of EXI "F f�l'•LI' E - MTS l VEMENTS ► K'gTEQ PEW nr a! //34- z Q; �. ACAPA PER T.M. 3967 -1 CD C) L MAIN REVISIONS APPROVED DATE REFERENCES DATE MARK SCALE &vE ML DIBTFICT APPF"ALS z C] _ CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. W <l 0 J f UPDATE PLAN5 - RE N° C 9d- 4 /0- 29-90 C/! /8. �Q, TOPf/ON/C I /.�TEEC FNPO.S7. PLA REPA UNDER SUPERVISION OF RECOMMENDED APPROVED s ifif0 /N6 PLAN.f' FOR W L T. M. 89- Z9 7 5'W CORNEA /NT. EL CAM /MV DEC IvoeE PROF 25 w/o AV-fl- Ra jGdJ/ HORIZONTAL u° 1 134 L CqM /No OEL NA?TE O.C. - 007.4 DATE BY: EMS /NEE R.C.E. NO.: ISMS -,R RAN011 ESTATES L = / /J• 476 U•:1' C. r 6. S. VERTICAL N 4 ENG ER - 7 - S 2 (' DOUGLAS E. 40 EXP. �P- 3l-l7 DATE DY97E WORK PROJECT No. T. M. 0.9-Z97 SHEET 2 OF 3 3 EROSION. CONTROL PLAN G q �� sr ADDITIONAL NOTES t JUTE MATTING, HYDROSEED/NG, OR APPROVED EOU/VALENT TO BE INSTALLED \� • - Cq L E ON ALL O /.STURBEO ARE'Al 2 TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM 0 FLOWING OVER THE CRESTS OF SLOPES. r � O a LOT 5 \� �20 rsz,o� �N�►) LOT 4 �' -rr i - -- P I ,`3B� -_�� `�s % ND'(E : LovJER �S�t� R041 '1'0 '$E Vr TEMPORAR SAND BAG N 190 , CHECK DAM EX/9T/Nri ti _ A, NO SCALE 1 / �6 30'1.04 �- =� ��30>• F c LOT 2 170 G �a yW A 3ocOC Aj.LE LQT ��. (9 f 5 0 0 q, I CITY OWNED PROPERTY C NO 75-003824 DATED f-7-75 PE ry \ f40 h s r p`8 6 Ap OR �h N 1 GRTp PGC PER p- N LOT 6 h o c Q ? ti Q- i LOTS 7 ti ti s 3� of `� >30 - CALL E ifi C#/0 V/5TA fAAA c� . GRADlNG 'LOT 8 T 30' IOD- f z N T � LOT 9 i 110 RpPER4Y to h fE 10Q" z Y ' �75-0p3�F v ti p,.' - E f Q Cb Q G �L a9 10400 u' -�-- i Eltp. V -1:-01 W o� NAG 437 90' 100 OQ' DOC ` PER E `AS- KENT _ J a� I OPOPEN BACK OF EX /ST CURB CAL�F Z V0 g1 16979° - — 60 "C / PP INLET ET 6 CONSTRUCT "F "TYPE DATEp G -f -9f 1- 8 • —_� OPENING. TIE BROW 01TCH C. M4P 1y5? 2 -- \ __ - -- - -- - -- " " -- I INTO BOX W/TH SMOOTH TR4N'S /T CE (/ — L1J —� � Z LL �. LbJ 6kMENTS PER TM. 39Q7 -1 — _ (D C — z C REVISION! APPROVED DATE REFERENCES DATE 80" MAAK SCALE �ECIAL. D19THG"T APPROVALS CITY OF ENCINtTAt9 PUBLIC WORKS DEPARTMENT DRAWING N0. W UPGATE PLANS - 3G T PLANS PREPARED UNDER SUPERVISION OF REC ED APPROVED E120-15 col� PLANS F _ U 5EE �' . 11=40 � DATE L'L1L BY: v �' �. 4V �zn HQl RA I� MIA C 1114 SHEET HORIZONTAL 3970 R.C.E. NO.: DATE: -�' DATE: Q VERTICAL V4 /A EN ER IQ_'J,�_� WORK PROJECT N0. �,��'29� SHEET OF DOUG b. LOGA EXP. Z �