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1998-5452 G (Plans) GRAD iNG NOIES N0 7IF4477ow P R IVATE N07 77 ROAD OERTIRCA77 D EWFOP77ON LOT 6 OF MAP 13320, CITY OF ENCINITTAS, CA, E ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS 1. FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A AS SHOWN ON THIS PLAN SATISFIES THE REQUIREMENTS 264 - 240 -03 THE STANDARD SPECI FI C ATIONS AS STATED IN THE FINAL NOTICE OF APPROVAL CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS, TO THE BEST EX OUR S. D.R. S. D. CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN STREETS AND tl•1E STANDARDS FOR PRIVATE' ITEM NO. SYMBOL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: - -- ° BY THE CITY ENGINEER PRIOR TO AN „ 15.72 ACRES SOUTH OF DOUBLE LL RANCH ROAD, IS REQUIRED TO TAKE DUE PRECAUTIONARY SHALL BE APP THE CONTRACTOR TIONARY '� r . QUEST FOR INSPECTION. S OR STRUCTURES I ALSO HEREBY CERTIFY THAT THE EXISTING PRIVATE ROADS MEASURES TO PROTECT PROJECT BOUNDARY BETWEEN LONE JACK AND CALLE MARGUERI A. R E T ANY EXISTING UT DTTIE K S ITE. IT IS THE CONTRACTOR'S OF ACCESS TO THE PROJECT ARE WITHIN THE EASEMENTS FOR EXISTING PROPERTY LINES J[ /pt/ lt/UESTA9ENTS,INC. LOCATED AT THE WOO "PRELIMINARY GEOTECHNICAL INVESTIGATION L S THE SENIFITS OF THE LAND DIVISION. TH O POSED 5 SOILS REPORT TITLED C TO CONTACT THE FOLLOWING RESPONSIBILITY TO PRO PARCEL SUBDIVISION APN. 264- 240 °03, DOUBLE LL. RANCH RESPONSIBILITY T E OR ...>,, MR, ZAHpOR (ZACH) ABBAST,/°k'E5 VTNGE AND CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OL VENMAIN, CITY OF ENCINITAS, CALIFORNIA, BY I S EXISTING CONTOURS 2622 SUNSET DRIVE ROAD. I LETTER DATED STRUCTURES PR l� � ' 0 4 MIDDLTON ENG. DATED MAY 27, 1997, AND CLARIFICATION LE PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND E CUT /FILL. LINE TILTTIES ESCONDIDO, CA. 92025 4/28/98 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL LOCATION OF U AND NOTIFICATION OF COMMENCEMENT OF WAYNE'Am PASCO, RCE 297% PROPOSED TM � DA E °"`° " GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND WORK: SPECIFICATIONS CONTAINED IN SAID REPORT. A. SEWERS - CSD 633 -2770 PROPOSED CONTOURS r3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF PROPOSED SPOT ELEVATIONS f 1 B B SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - (800) 422 -4133 IMPROVEMENTS WITHIN STREET RIGHT- OF--WAYS. SEPARATE PROPOSED GRAVEL BAGS a o a a cia a c ca G. WATER - OMWD 753- 6466. APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN L7 CONJUNCTION WITH IMPROVEMENT PLANS, D. TELEPHONE - (800) 422-4133 PROPOSED BROW DITCH D -75 .� CUT 16,900 G,Y.; EARTHWORK INCLUDES INPLACE YARDAGE CALCULATION FO 4, WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE E. CABLE TV - (800) 422 -4133 PROPOSED 2:1 FILL SLOPE FOR CAPPING OF ALL PADS, AND ASSUMES GRADING A5 BUTTRESS FILL 16.900 C.Y.# PROPOSED 2:1 Cllr SLOPE (CONST. THAT SUITABLE CAMPING SOILS WILL SE GENERATED uj . CONTRACTOR TOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 AS SPECIFIED IN THE SOILS REPORT,) IMPORT 0 C.Y.# ON -SITE. TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS, HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PROPOSED AG DRIVEWAY DS -7 ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633 -2770. ITION EXISTING PRIOR TO GRADING. FOR PROPOSED DRAINAGE SWALE EARTH 3. THE CONTRACTOR SHALL GIVE 24 HOURS NO WORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES REPAIRED TO COND TICE ON CALLS ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL THE DEVELOPER SHALL ES DI RESPONSIBLE THAT ANY MONUMENT DR INSPECTION, PHONE. ' ( 760) 633 -2770. ALL WORK PERFORMED PROPOSED STORM DRAIN PER D -50 = = QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. PROPOSED HEADWALL PER 0 -34 OR A LICENSED LAND SURVEYOR. PROPOSED HEADWALL PER D°32 0400MWWAL ADM THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE THE STEEPEST EXISTING SLO PROPOSED RIP -RAP ENERGY DISSIPATER D -40 1. AN IN THE GRADED AREA IS 50 . RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND IN THE STATE OF (EXCLUDING AND EXISTING MAN MADE SLOPES) RES A REGISTERED CIVIL ENGINEER I TYPE "F" CATCH BASIN PER D _7 HEALTH STANDARDS, LAWS AND SOIL PROPOSED FEDERAL SAFETY AND A M A ALLY DOING BUSINESS IN THE FIELD OF APPLIED REGULATIONS, G L CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL '� 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 15' AND THE MAXIMUM MECHANICS, HEREBY CER I THIS SITE WAS MADE BY ME OR UNDER MY PROPOSED ETAIN NG WALL VERTICAL HEIGHT OF FILL IS 1E'., -HALF (1/2) CONDITIONS PREVALENT WITHIN S S T OPERATING WITHIN ONE T !K &YSToN� l elu�i ©J AND ST RUC T URE v - G -9 . ONE COMPLE E .) . GRADING BETWEEN THE DATE'S ^� AND 4 Z $ MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SMALL NOT BE DIRECTION BE E PE SDRSD G -5 TYPE A. � 3. A.) AVERAGE DEPTH VOLUME OF CUT (C.F.) 4.00 FT. BETWEEN THE HOURS OF 5: 3d W.M. AND 7:30 A.M. COPY OF THE SOILS REPORT COMP L' FROM THIS STUDY, FITHEMCITY OF CUT AREA OF CUT (S.F.) CONDUCTED CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS, HAS BEEN .SUBMITTED TO THE OFFICE q NOR ON SATURDAY SUNDAYS AND GI FURTHERMORE, I PROPOSED AC PAVING ENGINEER, B.) AVERAGE DEPTH VOLUME OF FILL iC.F.) 4.26 FT. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADTNG HAVE REVIEWED THESE GRADING PLANS AND CERT�Y__7H_ f THE OF FILL AREA OF FILL (S. F.) MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN INCO ORATED IN T GRADING PL 0E SPECIFICATIONS. GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETINGQ`� SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN SIGNED:.,; ` ...._._ _ -_ ADVANCE BY GALLING (760) 633 - -2770. RCE N0.° �5 Y° 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY _ P.12 -174 ,I EXP. t2 -39 -98 PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE EXP, DATE :;� 4' A' DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE l _ CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER CA` \J ..rte - -_ _- SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE DECLA OF REVO NSISLE C CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING �$ ER OF WORK FOR THIS PROJECT RATION. I HEREBY DECLARE THAT I AM THE ENGINE. - " OPERATION. --- HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE T HAT T E THE GRADING 703 OF THE BUSINE SS AND PROFESSIONS ?. N OF THE WORK UNDER 7 EFINED IN SECTION 6 UP FINAL COMPLETION PROJEC AS D V AND/OR FINAL TENT WITH CURRENT STANDARD,. PERMIT BUT PRIOR TO FINAL GRADING APPROVAL / BE CODE. AND THAT THE DESIGN IS CONSISTENT � LEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL " - - RE F C - - ,.- ,� SPECIFICATIONS N UNDER PERMIT N0. K OF PROJECT DRAWINGS AND SPE PROVIDED STATING. THE GRADING I UNDERSTAND THAT THE CHECK _ ED IN SUBSTANTIAL ` _,. , .�,�,�.. -- •�""""" � 452 -G HAS BEEN PERFORM .. °., ._....,�...� � BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT C�ORMANC WITH THE APPROVED GRADING PLAN OR AS SHOWN ON RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT THE ATTACHED AS- GRADED PLAN ENGINEER . THIS STATEMENT SHALL BE S 0 6 TYPE ., A FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL DESIGN. AC BERM. i WHO CERTIFIES SUCH GRADING OPERATION. q ° STRUCTURAL SECTION 12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED BY: �„ WA P _ DATE PER SOILS ENGINEER. YN O t �+= i �w SOILS ENGINEER OR UNDER 1115 DIRECTION. HE SHALL OBSERVE R.C.E. 9577 tr ,` \ ' AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS IC ►7E ON AND BACKFILLS AND COMPACTION OF TRENCHES, HE SHALL ,x I SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE - .. CABLE TRES VISTAS fT.I. 5.0) - F7 NO SCALE r _. (_ ".,-i SUITABILITY OF ANY FELL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND $ OR UNDER HIS SUPERVISION AND THAT I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR TESTS WERE MADE BY HIM IN HI OPI NION. ON ALL EMBANKMENTS AND EXCAVATIONS WERE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE I CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION , . KEY MAP SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS AND STABILITY OF THE SITE. " ARE SUITABLE FOR THEIR INTENDED USE. � S UBDIVISION °yam - a BOUNDARY 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED. Q,.. `^° POSITIVE DRAINAGE AND PREVENT PONDING PARCEL LINES ° SURFACES T O PROVIDE OF WATER. HE SMALL CONTROL SURFACE WATER AND AVOID DAMAGE 'f0 ADJOINING PROPERTIES OR TO FINISHED WORK ON THE MR. ZAHOOR (ZACH) ABBASI • FOS2 VIOA1 /AA45^ INC. DIRECTION OF DRAINAGE ° SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION w ANENT 2622 SUNSET DRIVE � „`� "�; � SITE FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERM �� .f DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN ESCONDIDO, CA. 92025 PROPOSED FIRE HYDRANT M INSTALLED. _ �� ��""""� : r <•l PROPOSED SEWER LINE 141 ALL AREAS TO BE FILLED SHALL BE PREPARED TO B ARD ILLED AND` "L PROPOSED WATER LINE _ FILL SHALL BE PLACED IN ACCORDANCE WITH STAND 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SPECIFICATION'S ALL VEGETABLE MATTER AND OBJECTIONABLE ZAHOOR (ZACH) ABBASI AT 738 - 7500 ',. MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE '"° -' is A S - BU /LT O SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE I 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE cl' \ /[/ A TURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO F AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL \ s \ '� / ' 7 A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE A f !/qf'N R. R7SC0; f!C29577 CJ� PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONVENIENT LOCATIONS TO „FACILITATE RAPID CONSTRUCTION OF ax'2� Y a�.w ~� TEMPORARY DEVICES WHEN RAIN IS IMMINENT. �,�, ` \ • ,.s - DOUBLE LL RANCH ROAD PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED - 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. R " i r_ SITE--\ GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES '- SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER ¢"�"°° , + "" - GAI_LE MARGARITA ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AFTER EACH RUN OFF PRODUCING RAINFALL. »• >° ._ CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION DR EMBANKMENT SLOPES WHICH ARE ' SHALL BE REMOVED AND DISPOSED J. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL .�.•- � LIABLE TO BECOME LOOSENED MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO , .. 4 \' OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN UNCgN1PLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES ° p ACCORDANCE WITH THE GRADING ORDINANCE. Q�pFESSi r _.._ -_ WHICH MAY ARISE. ` ,'�c. - ` ✓ AND OTHER OBJECTIONABLE MA a ° Fes. »SOS .... ALL TREES BRUSH, GRASS, 16. L 6, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE ��ti® �� a° A� F 2�,'. , ' .,,, �_ .._- � .p'� 20 SHALL B COLLECTED, PILED OR OTHERWISE DISPOSED OF O FF NECESSARY NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO ti �'� S -y. - -'° A � THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. `-" � O � r � - - HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE w ° _ -- °� 1 . µ . �� OF LOCATION OF PROVIDED PER THE APPROVED No. 29577 O - F' FROM UNSIGHTLY DEBRIS. APPROVAL. . ON CONTROL MEASURES P O ' /' FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND 7 ALL EROSION Exp. e7 FREE JACK DEBRIS GRADING PLAN SHALL BE INCORPORATED HEREON. � � CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. T 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY ST CIV14 �� <� ;� „ FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK �T�"Of A4tc�2�' o DAY. LANDSOAMNO 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE IVICININ MAP t THE FIVE f5) DAY RAIN IRRIGATED IN ACCORDANCE A M WORKING DAY WHEN ^�°, HALL. BE PLANTED AND IRRIG AT THE END OF E C : r11HeDI� C�T11fiA Dx3 1. ALL SLOPES S «I)C OIJ S" A RTY PERCENT i4dX) . SILT ;I CITY ENGINEER. PLANS SHAL TY FOR CAST EXCEEDS FO WITH PLANS APPROVED BY THE CI E AND E CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SCALE: 1" 1t7(7' ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE RE ED RE WED % .n. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE PRIOR Y: Sa%a. _� :. �•-� Y. V SLOPES PRIOR TO OCTOBER 1 DR IMMEDIATELY UPON COMPLETION TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH B _fiO�l"� 8 CAMI�O OF ANY SLOPES GRADED BETWEEN OCTOBER 9 AND APRIL 15. PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 RCE x,s *, OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE DATE: 27/98 DATE: • z9�g8 OF CALIFORNIA DEPARTMENT OF CONSERVATION. VALID- YEARS FR T OF 516 T 47 � gESSC Ci 0Y pY AWN BY -- __ CTEG 9. 0Y � E �4 �A t � „ m Y � _T.__.._ e _ _ IVAP .. T' REFERENCES fJAi "C C SCALE � � U H �16'VISIONS APPROVED DA TL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN VCJ a.99 - -- .- _..- - -_._Y_ _.. - - -_ -_.. , CHISELED SO. TOP HDWALL MARKED W/ FIE. T WED F RM1 app SfIE�T °3 3 ! F 1 0 - -_.._ ;TEFL FENCE PAST AT SW CDR. INT. R nNaL N a Y: h • r. OATE: ?�2�'�q� BY.. _ `: 4 -bc��d �- _- -._.._ ADD.KEySIDNE EIA !_lz.0011 - __.____ . $ Ito IZ f. _ ..,__..... B ..�.._-._ .._.____ F`� TRES V1 k��iSECHAn/ I yp�p - -- - F;L CAMINO DEL NOTCE &RHO SANTA FE I C A ) /� 4 _ - .1►!t__M . ._,_. Alr_1..__:. _._ RD, 23 W OF RHO SANTA FE RD. & °�' - -- R.C.E. NO.._._.. Z 3 4: 7l Z9I 9PJ _ Tl:: �/ OAT E: g5'gul _ --- Ll nl . - -° _.. - - -.. - 60 S, EL CAMINO DEL NORCE C.L vFRTZCAL ._JJ(.A__ _ OATF:... _ _ v A PASCO XP, 3 -31 99 T NO. ii��: ! OF _._ . E W RK PROJEC - - - - - -- - EL. 119.476. DATUM: M. S. L . P F D -75 BROW DITCH 2 . / - EXISTING 60' IRREVOCABLE OFFER TO - - ----- FOR , 1-1460 _ . __. / f AEC " ". APRIL a' 1991 OF O.R. 6' AC BERM--l-l- PAD 9 ` 17 f / S 0 NDCtaTER. EX.,, PER PRIVATE RO AND UTILITY SEMENT EA C. 97- 323724 - ' PEC. JULY D, 9997 OF O.P. ~ PAVEMENT SECTION AS DETERMINED BY SOILS ENGINEER. " �' ` SECTION BERM AT TOP OF ALL FILL. SLOPES . NO SCALE X w Ilk NO SC ALE «,* X JOIN EX. DNC DITGi�' -- "•. y 1 P' M F r Y� ;fa ,, WATERLINE PEP DWG. 0_Y9!Z 30 PIPELINE EASEMENT 1 .� - ITO OLI VEN HA IN M ,NICIPAL � O C MATCH EX. GROUND NAT DISTRICT ER AT BOUNDARY, 'DOC. NO. 7 7-296691 ,, ,. B MIN. i (VERIFY ELEVATIONS cDruC c9ooV�e srbc'M7 pc^9iv \ rri REC. '7IP5177 „ ~ -" f17,.,9, GtJL DURING CONSTRUCTION) M SEE rq /G .V: s s � T ¢ i- CONC. BROW DITCH PER 0-75 (TYPE B) T YPE 'T•' ;CA TCH +�" ' C'YMIiiIECT & Nt�e� /N TD ,G�/F' .�.4p BASIN PE'R Q-7.' r �' - -_ - ccl _- __ -_ -- _ -- ON N. AND slDs ,, ,_ — � O PENINGS s 0 4 07. INSTALL R P- A�ENERGY \, FL DISSIPATFP PEP D`-40 \ EXISTING 30" WELDED STEEL WATE INE �� _ -,. ., ,.s.,. Ga c ,, WITH FILTER FABRIC 257.0 FL 4 ° B ° NO. BACKING, I FT \ i' v' � ������. THICK > " \ I 245 0 F'L a p5 © ' �� " \ \ — ` � P�• 43A7 F,ftP EXISTING GROUND t r r ti. aq% 2M86.0 FL i r 2577 FL _ .2 �L PL- INSTALL PIP -PAP 258 ENERGY 2 %1 1 ?;(gyp ?, DISSIPA TE`P PEP D--40, TYPE 2 o FL �Z w s TH ICK, WITH FILT EP FABRIC \ 258.3 FL , 220,:0 g •,�._., �, / . . 4, 268 6 L WL \ F > } \ 298,7 --�-/ F (1350- \ BUTTRESS OVEREX. LIMIT 28. HP' ',[ EL � c -e HP, � , � � ; solutow AND sT��� i 279.0 FL I � r` � � ,C�1.�L . I � % / ' � i � �, f � 220.0 i0' RI \ FINISHED GRADE __ / ° , STfTPId DRAIN EASEMENT \ PAD 259.`Q d P F NA MAP.- ,�„� PE I L e °4 FL 2 6f FL) —_ �, S EE ._B' TYP. \ OR AS DIRECTED BY SOILS ENGINEER. -- '� i � '� '" 2200 \ _ 258.2 FL'` yl � WINGWALL PER D -34 y A, # PAD El_EV. - 259.a 29,0 Fd.— � 583 FL � �O� 207.8. FL " � y�-2 (Y y qP U� T . , �.. RIO ^`g , �..� r ;:/ 257.5 FL 2,57.9 FL, / !\Q DEPTH F \ \ /' of �N °' o� J i 220.a TO DETERMINED BY 5 S NO SCALE -' - -:- '-- BE D 5 U WIDE PPIV. .aTt7HM SOILS ENGINEER. �{ � .r^ rte,:, !; " �.t� IJ� P,,p�� AIN EASEMENT PER ��YY" 1 ARC A r 4 ' PARCEL R EMAINDER i PARC FILL BERM (TYP.TCAL) _ .` ,�. --- , �.. ;••,.. 9 � Fia �E© �-_ -gin -� , �' ^--. ,�-.� -._ ---� � � " , ,• . .. �, � � �'� ., . PAD - 259.0 �"'• GRAD f[OW ♦ ' 82.80 LF "' 24 IaLP - ` � P� DEPRESS AC BERM TO T 3J 2/ _ STtIM DRAIN ALLOW D -75 DI ACE cr1oN &16 EXISTING GROUND , b SCALE Oil y am \ - 3' KEY FILL. SLOPES PEP SOILS �= � I ENGINEERS RECOMENDATIgNS. {' 5 2 2 D -75 BROW DITCH (TYPE B) J -- EXISTING GROUND DEPTH OF FLOW AT Q900. F 3.° GUNNI "rE OR A.B.M. 4 ca ®FES�Ip FINISHED GRADE 4 r w Sc W TH 9.5° °X9,5" 17 GA. -' �Q �Yq� ,. r......_? / STUCCO NE TING. A. lu I — No. 29577 " t EXP. 3/31/99 u NO SCALE I ,- GRAPHIC SCALE BUTTRESS FILL PEP SOILS NO SCALE .� �} ENGINEERS RECgMENDATIgNS J'f* CIVII � ELEV. = 220.0 9 r�"OF C1ll1F�Qe a 30 Ga 90 A 'VHpitEp NY ��q tl Y pR WN 9 _ ____..~- �.___.... t ,tea �!�q wy �,� A Va R C, s ., T R EFERENCES DATE M � U .,,.vs,,,_ca��� aPP�avEa aA � Ap CHISELED SO. TOP HDWALL MARKED W/ FLAWS PREPARED UNDER THE SUPERVISION OF {ECC)MME CIEC) APPROV GRADING PLAN FOR: REVS 5'TLIen9 zgiN�f,P�- C I ��al'� STEEL FENCE POST AT SW COR, INT. V' 2 DAT /7 L EL CAMIN Y 8Y: . _!C.-Af`,e� I3tiL_..___...- m �'gf? �/w's • /� _ ___ __ _ _-.. _ O DEL NORTE & RHO SANTA FE Now1z NAl ___ _ _ p__._ ,. _ /� s /� /1/1 I1l 1__ RD. 23' W OF RHO SANTA FE RD. C R. f . E. NO. __?�9�_._._.._. A5 _. �" Ll dl., _ __.__ .._,,_. _ „_. _._. _ 5'0' S, EL CAMINO DEL NORTE C.L. vRTxcal N QATE::__:5_ QATE: _.._ ' __lA... I�AYNE PASCO EXP. 3 73 1- _1 9,9 SHEET 2 OF , _ --- —__ - _ -__._ ... .. _.__. ___ _ ------ --- _ _ _ _._..___._ EL. 119.476, DATUM: M . S . L . WORK PRQJEt:,'1 NO. PE 718 �. GRAPHIC SCALP 1 " °30' f t, 90 M 8?:Q .LT " 2A" PCP A �. STDIt DRAIN 9 7.61% DEPRESS AC BERM TO ALLOW D -75 DISCHARGE �y E •• 5Jr a., tp ; \ 1 . , w ,� � c; l 5 T HICK, Na A�cx Jr . 'WIT HOW LAYER FIL�EF? - , r FABRIC `PER D -411., a t cs ', �•' �� , � ;�� .. PRIVATE CCE',5a 4Ntfi UTILITY EASEMENT' OE FITT ING PARCEL .d rs� - , � , �?7x ",!� ; ( „, � �+ ' •�� ` ,. PER FINAL PARCEL; MAP. t f IYATE „ , �i CE IJTxLITV EASEMENT r - -C F PER FINAL PARCEL , MAP. P7013 lv� p5 q ��. �� ,2 _ 269.2 L W d 0� \tip. o; w tixr 704 "'69.5 FL - 269.1 FL - 268 269, FL F ., v RIP RAP ENERGY DI 6X."7 X1.D THICrK. NG7. � BACKIN 2 �, , ;^} r .-.. ..•. . _. , WITH ONE LAYER F`ILT FABRIC 6�Ei� C7 -•ALL. rh 1 HP �. 221.11..- 0 AIN h M 16.E „ 570F�M DF u F . t A L3 lE IN RUCT TYPE IN NST . PAD STORM : S1N P LT 3 M�, " ti,` tl SEf g PVC IBS BA ALL ` 1 3 k tit; /0 1�1 " 1� pVC T L T , rrr . 0 * 3 O TG 315.7 FL. F _ ''�� � ' ' , ,,., 316.0 FL L +y . � r 316. FL' AD -- P ' r ''`�• :. Gtr 8 3 .3 FL 34 bF t 31 .o FL 10�� r 1 , 314,e FL 4 PC Ay SE 316.8 HP -- , � - 31.7 FL - ._._ _ ___.__ __- BERM AT TOP DC ALL rILL S LOPES 31 .1., FL - - �' _ . , 12 °..PVC PAD = 317.0 . - STOW DRAIN ISOR °3r):: ° - _ .�: ��__ _ . „ NO SCALE TYPE HOWL PER D -32 5'X3' Np: 3-BACKING _ PAID RIPwRA W FT TER FABRIC � 31.4 FL %r't0.0 �• 15 Ff IM3K 316.4 FL { 314.2 FL Q• 3 FL - -- _ ti, _ - ` -° 31 .g E 16.1 FL .T r .ir 7,1 314.0 FL J15.7 FL. 31 FL / 31 .2 F`(. Jz 1 ±r_.: 31 - Fd..__ 7. FI SLOPE (TVPxGAL) _ 310.0 IE PYC jw .. «... .� - 31:3.0 FL 2% MIN. L 57.10 LF 12'YC 15DR 3BI AT 181 STORM DRAIN (508-35) , 327.0 FL TYPE 8 "` HOWL PERM D -32 D-°75 BROW DITCH - ,( 3 ,� FESSIpN AC BERM _ - r' n N OR CONC. CURB 1 r�"a to lze AlwzE Q <r w O m AND GUTTER. cc No. '29 77' a 5rearA Z Gpio Exp. 3/31/99' n Ls '- 00 u /.0 � r;•�''s�'YtSY! f�„r, �` ° - PAVEMENT SECTION A" 1117 � DETERMIN / `�'I, CIVIL �W�1Q ND BY SOILS ENGINEER. �,E�F /LE. (iEYSTOME PETA /�t/ /�t/C 6c/,41 -Z- /EO ceA Bw O F C_L�`� E+kY �EAIE 3 BOTTOM eEr W<![L MMALE t �tsal A MA rt ;, w µ OV C? 63� { FE N( y Clf, ! } gr92_CrNk 9Y .. DRAWN BY CHECM ES' BY , � y U mH ROB ��s ,srn 6A °NGL�L WAf� 4.. .� '48 1,m+ pI,J CHISELED SO. HDWAL r , _.. ry _:, ._ -.._ _ _ CHE TLMARKED W - // } Or`)9 STEEL FENCE POST AT 5W COP. 7. j PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV D GRADING PLAN FOk - -- - - -- LG_- t Y -_ - .__- _.. Et_ CAMINp DEL NORTE 6 RHO SANTA Hl7RCZC/NAL �' r� . A OEGETE KEySI?)NE .<?/r9.G� ..__.. t�' �. •� _- _._.. _ H A F E _ _. ------ ___._ _ _ l./' � '1 -' RD• 2J' W OF RHO T F= .� DATE: 7.Z7.`_ BY: B#; G- 4 _ t 3 ADD KEY.370A/EWHIL 4- 4 7 �_/�1 •/V� `IeJ 6C3' EL CAMT ND S � _......._. - - -- R.C.E. � _`__._ AS BUILT _ �P . __ :: 5 uaal rcar�cAR h!(A _.- / Q E PASCD DATE: -_!4 DATE: ._ 9,� , __. EL. 913. A76. DATUM: M. S -l... � EXP. _,3-.,1-.9 WORK PROJECT NO. ;. ... 3 OF E PE '718 ON BERM 4 - VC cr k ON PI 250.76 8 L 4 +00,00 G EN E PA L N 0 T E S „ 33� N .1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF' ENCINITAS ENGINEERING SERVICES DEPARTMENT FOP ANY WORK WITHIN THE 260 q -.i -. u�. STREET RIGHT -OF -WAY, t7t c)1 Cyr 'lt�j ,. 4! (._ . . (L _ r: 14 N 47 ,, 2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY Grr Ba �r y � r w OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ., eu a w s ....• p u ENGINEER. 'R" VALUE TESTS SHALL BE REQUIRED PRIOR TO ra m p r y a n�2 " � �� CONSTRUCTION. r cU co C ON Q w l�lX SEC,Y I I 3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 250 x c�U! v `" cL W tF/•vu WF/TEPF/. CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE . PIH OB6 _ PROJECT BOUNDARY, _ 4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR r0 d CONSTRUCTION OF BERM CURB, CROSS GUTTER AND PAVING, r h 5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND cu FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH 240 . E' C R _ OF THE AVAILABLE RECORDS TO THE BEST of OUR KNOWLEDGE. ITIES EXC THERE ARE NO OTHER EXISTING FACT EX N PI 20,10.51 AT STA. 1 +50.00 °b. ms S S HOW N ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED To TAKE r� u Lj ' � PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY 119107 LF .� RCP 7 SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT c- t' SHOWN ON THESE PLANS,. it M a Q °a C 24" � i t 6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK 48 COVER fTYPICAL) ; ' > I T O BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR i a 230 TO CONSTRUCTION OF NEW WORK, CONTRACTOR WILL MAKE cU a ai c�j. W EXPLORATORY EXCAVATION A T � ONS ND LOCATE EXISTING UNDERGROUND B e cu DRAFT FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT t DACE OF ^, (WATER -OM TTE T - _...... SDI - 4 AT '9. r REVISIONS' TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF cia c � *" ACTUAL LOCATION OF EXISTING FACILITIES. ' r s4 u7 w' ir, W Flf /06 CrYt/C. CAS° rr t._. T r. 8 U) (s .w + tN ro Gll/E S7APM APA /1/ HE CON RACTOR SHALL NOTIFY THE SAN DIEGO GAS b ELECTRIC c� 8, PVC $ EWER PER CS-?7P a �; „ rn Peor�cr,ip� a 7Z.Z/AG .ACT /U�t/ COMPANY PRIOR TO STARTING WORK AR C T ,, _ , n,, ..... �... _ ,, _ . _:_ _. u.....�i. ...... ` . r � _ _. �.. 5 I NE COME' NY ACILI IES -220 w .+ _ lye ._... + tta c' CU •" 2Qn9 <c/i/EEG a 0.5 50 /GS E /N� NO SHALL COORDINATE HIS WORT( WITH COMPANY u w ea 40 a recrs > c LOADS. SEE I 05 PEe tt/r PRESENTATIVES. n ro w w; , - - 2so ,eECOMNIC /OMS cn u u Ct cHn W a D6r•9 /G , EAR �(O C 3 OrICE. ALL ELECTRIC AND GAS SERVICES WITHIN W a _ EX!�STING GROUND ti n t�ii Gt M - 2d ° RCP S LEA c0AIIIIET� T HIS PRQJECIT ARE DE RO OF _ -.•-- ' CORM DRAIN ELECTRICAL CABLES AND GAS PIPING AND - 2.00' ! APPURTENANCES. ; .:...._ _ e • a n . • a •Q TELEPHONE' 1 BOO 422 -4133 DIG 6 "! MICL " ALERT) a RAP . r : "' °' c, . f NOTIFY T= _. s a THE CONTRACTOR SHALL N 0 I Y HE PACIFIC TELEPHONE COMPANY rw - 20 .5 T OF X. ; ., u o �, ( 2 1 OP E PIPE .. .. PRIOR ro .TART _ � d ,. q . STARTI WORK NEAR COMPANY FA AND SHALL. .��..• r P � CL 20o WL _ .. AT CONNECTION PaxNT 136.59 LF _ . � ,. RC _ M_ .. � .., °�... � S W R F��� W N H (� N 43,(#7 � �� COORDINA HIS WORK WITH COMPANY REPRESENTATIVES. � PVC S'E'WER �i .86.E6 t,F 8 PVT., :rEWER � CJC� RE�S`E�iE.N L 18 , y t , 7FI 3�i. AT',1.00% ? . � 1.oQ� w :I�E t�NL�Y . , d o.rs • �• y NOTICE, ALL TELEPHONE SERVICE`" WITHIN THIS _ CONST, CONC. CAP 4+ 53.5.03 .. L.T -DBL LL C 5 .E (W, ; NQ 5. 7. _ PROJECT BOUNDARY ARE LlNDERGROt1ND CLEAFI EX, 8 „: SEW. Mk IN S To RROTE'CT.... EWSR _. _ t n) CONNECT TO EX. 8 : TEE i ; F INSTALLATIONS". FOR LOCATION OF Br. A MxN. 1.0' F R C0 STRU T ON . FROM SETTLEMENT LOADS d PER OMWO EX t, 1498 n 4 t I c GABLES AND APPURTENANCES CONTACT THE t PACIFIC TELEPHONE COMPANY, It TNt.�I s sE _ f f A� CE'U5f/ED TELEPHONE' 1 Boo 428 -4233 (DIG ALERT) 6 F ( r r 9 IT SHALL BE THE RESPONSIBILITY OF THE DE VELOP E R To < CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSE 1-0«00 3 +00 4.00 _ _.. _..._.._. IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. GRAPHIC SCALE 1"-30' 10 ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE - _ - `UNDERGROUND INSTALLATIONS FOR LOCATION OF CABLES AND APPURTENANCES CONTACT. TELEPHONE: 1 -800- 422 -4133 `� "€ ����� 11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF 2z ENCINITAS. 12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE ' RELOCATED OUTSIDE THE AREAS TO DE PAVED. 0 4 13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE w CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE FIELD. 14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE SOS A 0 REFLECTIVE FACE OR EQUIVALENT. 5 q 1 CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE ,30' PIP? EASEMENT <. ° "AC A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST' 48 TO DLIV�NHAIN MUNICIPAL HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) WATER DISTRICT PER DOC. NO, 77-896592 EXIST. B" WL k �Oc 16 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY ' Q > GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDRoSEEDEO lz AEC, 7/x''.5/77 %, NO EXT. � a � � � �� � . 14 t WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. ! HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. Sta. 4 +19 14 �, r J , Z r <C 17 W 12,00' L a I - • h �• � ,, Al � 9 , ALL LUMINAIRES SHALL PROVIDE TRUE 9O ° CUTOFF AND ALL NO ESCAPE" OF LIGHT ABOVE THE HORIZONTAL W I M d Q, 9 18 CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR ` , CONSTRUCTION ! THESE PRIVATE IMPROVEMENTS, (IF n� in c cc CONNECT TO EXIST. 8" TEE `' ' k `'• s � �' � � � �r � � m, �-.,.._ , '� �� cx � '�P' �'i NOTE: NOTE: PPLICABLE) �.tir S6 POSTED ALL FIRE ACCESS YS AND DR WALK 4 6.77 Rr. a. 4 +27.0 1 \ C r : NO PARKING FIRE LANE SIGNS SHAL L BE OSTED St � I w., : .ti, ti a .� 'y x 19 CONCENTRATED FLOWS ACROSS DRIVEWAYS SID E WALKS HA T s •t ., RO ADS LESS T HAN 4+ F T- / DE S S L.L N u n ^ w'x f D S N 0 F EET IN WI DTH. ACCESS ROADS LESS THAN 3 T THIS T. \ W'� r 1 tC1 > v' BE PE ONN CT ON DE I r.. ,r, . 1 ! � c, ,: 6 PE I ED. DRAINAGE SHALL BE TR ANSMITT E D R o T � � FEET ED UNDE SIDEWALK, BC SIT b , -._ � �. '� , �, •� •� EE IN WIDTH SHALL BE POSTED ON BOTH SIDES AND A ? B�N"TS ,,\\ C ROADS ST IN •� . AN 19 25 FL.XFL fT GUFw qs �n q 9,* HROUGH FACE of CURB, TO GUTTER IN PUBLIC STR EE r. APT, DEFL. >�30 1709 �' ` �� +. i t . '�+�� ,a,�C �,o� �►' � ,.,,, $, c9 6� p MORE THAN .3 FEET BUT LESS THAN 4o FEET IN WIDTH S ALL BE PosPOSTED WL 9 r ON ONE SIDE ONLY. SIGNS SHALL BE SPACED A MAXIMUM OF 150 FEET Sta, 4 +28.J5 "5,82'Rfi. \ \ * cep l7 � Ac ON CENTER. WHEN SIGNS ARE REQUIRED ON BOTHE SIDES THEY SHALL BE STAGGERED SO THAT THERE IS ONE (1) SIGN A MAXIMUM OF 75 P FEET ON ALTERNATING ,)' T NG SIDES OF THE ACCESS ROAD(S). SIGNS SHALL 20 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH B : ' " '>q .c�.,� / r MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED p 6.05' L MH r" 'P N0. a J U REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SR !°i , .. „., / 4 � ., "^• •..� Y� x S, '�G' . BE PLAINLY VISIBLY FROM ANY LOCATION ON AN ACCESS ROAD (S). SIGNS SHALL BE PER ENCINITAS FIRE DEPARTMENT STANDARDS. SURVEYOR. 4 +48.11 DBL LL RANCH RD, 0 +00.00 C.L. PRIVATE AD. py 4- x59.55 C.L . DBL LL [;,° r k ___ 21 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER `RANCH •"""" RD.= STREET CENTERLINE DATA LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" NO �` ' a. °,. ,, , . d�. , RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE . BEARING DELTA RADIUS LENGTH R EM ARKS „ AND W CURB. L 1 N06 °07'48 `E .30,36 ' CL C1 80 "37'59 200,00` 72,08" CL 20 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A „ MANNER AND LOCATION APPROVED BY THE INSPECTOR, L8 526 °45'47 "W _ 19.18' Cl. Iu c ` ' r � �� C2 85 "54'18" 200,00' 299,87' CL 21 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD I? 4 S 1E,00' LF V iq' / ti ;� c"` V c7. " C7 A.C. BERM DATA SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), ° QN Vic' �U o r r ' $ARCM I --- THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD) La. 5 +00.82 , n 5�, NO. CHORD BEARING DELTA RADIUS ARC REMARKS z� * , „ ;, SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE c` r �OFESS /p C1 N596 04 E 8D OB 35 30.DO _ AA58 6 TYPE A BERM SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO �`• ` • V1CA� i `"�� A O�4( C8 N17 "44'08'E 18 31 212.00' 66.88' BB BI rB REGIONAL STANDARD DRAWINGS (LATEST EDITION). DOUB ROB - -.. r� / N ", A �� y�y A. p L.1 426 "46 '18'E 19.12 ' BB of ro cs . PRIVATE STORM DRAIN yp�? n C3 NO7 "56 52 "W 69'36 20" 168,00' 227'.84' to BB BB BB , , a =EASEMENT PER FINAL _. �' C4 N72'1a'34 "W 59 '04" 30.0(9' 30.99 BB n BB PARCEL MAP, d' oc No.29577 ao --- ca Exp. 3/31/99 C5 N38 ';13 16'E 880 ",11 '34" 36,00' 176.05' n BB BB V ISTA S Ci C6 S23 6 4631 ., E 44 °fa8'18` 30,00 ' 23.11 , q BB 9B EX. PRIVATE ROAD AND UTILITY I � EASEMENT PER DOC. 97-- ,323724 ` CIUI4 �Q C7 S09 0 32'11'6 72 `36'58 ° 218.00' 868.69' � REC. JULY 9, 1997 OF O.R. 9j� �Q� L8 S86 "46 `18 "W a9,12' Bi to O F BB F CAl1F C8 SIB "84'35 "W 16 "43'17" 168.00' 54.87' n BB B B w C.9 S35 "44 '30 91 '01 '° 30100 ' 47.95 ` B of BB REVISIONS APPROVE0 DA REFERENCES R ENCFu DATA. �SIG)d D 9V CCiAWN Y CH CK BY ___._.__ ._______ ____..__W ..__ .._ ___ I q_.__. _._. csDJ ry _ .__ A 1�O C A . �• ► D , _ _..__- ___ . _ CHISELED SO. l OP HDWALL MARKED W / t „ PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED r�RADING PLAN FOR. f .�'L?__ _._ 3l/10 C.XT a 49-- E STEEL FENCE POST AT SW COP. TNT. ROWizONAI� 1"-301 r� ' I.pN ' V 5 AS- UILT / p -.. -_ _ _.. w__ ___ - EL CAMINO DEL NOTTE 6 RHO SANTA FE RORIZONAL 1 "_- 40'PROFILE A• _ ........ .. .. _5_LI L. ­ - - _.. _... _ 1, DATE: p f3Y: Q. Q .. ... - RD. 23 W OF RHO SANTA FE RD, 6 r 2� ! -_..., ,!L Cs.� 5 4 5 2 .,.__ ___ _� _, _ 60' S. EL CAMIND DEL NDRTE C, L. _ .. __.__� - _._._.._ -._ -- VERTICAL .__A AYNE PASCO R.C.E. N0. ��. _ .._._._ .?x:677.._ -- DATE:- -1 .- i DATE: _ _ _._ .,.___ - -- (A PRIVATE STREET) EL. 919, 476. OATLJM: M.S.L. FXP ..3.7X1_-99 Sy 7 r WORK PROJECT NO, T v9 1 SN C»1' /d (9F 41 q +T `1V pp �. I � ` "7- _ _ `i , �.�"" "�^r, -.. ..-a'" r � � - 1,,.. -""< _ _ ,...,,. ors+' ,, ••�+� .+1 �; , '� �(.•.. Y � w _ � w �Y,YYbIYYIYY � M1il •MYrYW w� 40ow" �� 004W �,,,�" "" '.+.•'"•^� � I t , � n — I f i V < 4 , i f 4 f V. i Trl . t f vi 1 ST r, PAfll9N ✓ l ,r: t«legYp; - _ 6 c* f1J r , W , r .� _ n t y _ w M t IM 2 ,�',. '"fir . , `; �' •v air 11 ,x I _ •' '' - w , r f i a i r R - /'KErfafGwE rye �� r�r WALL bi' SEPL4i4rr r 'v. i k 1 Y i r v�< m f r , p -m0.41 f R� I " r t R ',.. 4 �w P AO 7 14 Kr,'yk G RAPHIC SCALE _ 1"-60 li V 0 60 120 ISO t � , ,, � „ � ... � r - : � ';:,, . ,_ .. . - ��.... .. wn """".,. � . ..wiir. sii' «w' � ' r'..ws+w ��.r�rl►'" d" ' � „, :_` ,_ w.i��+�++�°+' - �` 8 ➢.d114C Ha " ^WC 0-351 a. d4w+r4r w w w 'w �r r „•, ♦ w wprxaw w Ar 15.a"r n rrpp c �® m L" N .29677 rn Exp. 3/31/99 4p� CIVIL OFC U ,1 w ^m GE Gh3ECS PAWN 6 HEG _ _ w....�. . � 3 . mw � REV I SIur�S APPROVED raA r,' P���a��N��� rs�or: �,. �7iV 'V �' �� �: E �. , EROSION CONTROL PLANS FOP : w PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED HORIZONTAL 1w__...�!� ( `�,•LQ — � nkTE:1�3.�1 F�v: ESTAT -- a 8 v � Fl -� R.a. Na __ DATE: ,.., I _ ._ _...,.__. VERTIGAL,.._�NIA �E PA DATE: o _ z EXP._.33j -=9a WORK PRtJJECT Na. m ,.. .. NI `. b tiN b`r I Waada9MWaiNgR .