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1993-3577 G (Plans) 14170 4 / GENERAL NOTES EROSION CONTROL LEGEND STANDARD DRAWINGS /COMMENTS SYMBOL 2 2 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GEORGE REH AT (619 QC P4vEMENT� 64SE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN 0651. PROPERTY BOUNDARY b PER P[4N (e1'IT+y S /DES) CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE i AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL 6e406 PER PL4Al _ THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID EXISTING CONTOUR `''' • REQUEST FOR INSPECTION. CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. f�! CA 2. THE SOILS REPORT TITLED 'REPORT OF GEOTECHNICAL INVESTIGATION, REH 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE O PROPERTY - TWO RESIDENTIAL LOTS EAST OF 8TH STREET & SIERRA, ENCINITAS, APPROVAL OF THE ENGINEERING INSPECTOR. EXISTING ELEVATION CALIFORNIA' DATED AUGUST 11, 1993 SHALL BE CONSIDERED AS A PART OF THIS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO c ° GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH T RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. RUN -OFF PRODUCING RAINFALL. NEW CONTOUR 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING 50 LOAIC R/B50A/ GUTTER OVER G RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. NEW ELEVATION 3 •-- � czQSS g CJ4 . edAle. , REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY A// 41 0" WUKE10 PLQ /N I&NTS PER 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 60950 9_0 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO WATERS CREATE A HAZARDOUS CONDITION. NEW SLOPE 2:1 (MAX) \ur PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 7. L ED A I I DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 7. A LL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. - / ,� / Ale //�� d/ A / // j Q EXISTING PRIOR TO GRADING. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM EASEMENT LINE M _ - f 9 AIM60(Y 4U f r � 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 5 A MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END �tOWA.46 I ONL Y) REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST DAYLIGHT LINE - a 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY EXCEEDS FORTY PERCENT ( 40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING AFTER EACH RAINFALL _ TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE DIRECTION OF FLOW - AND REGULATIONS. COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL BLADED SWALE (3) DETAIL B, THIS SHEET !, HOURS OF 5:30 P.f:,- AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. RECOGNIZED HOLIDAYS. _ 3lor� 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING GRASS AND ROCK LINED SWALE (2j DETAIL C, THIS SHEET HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY SOILS ENGINEER'S CERTIFICATE 2 INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND I, JAIME A. CERROS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, y, PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CONC. DRIVEWAY (1) SDRSD G -14 GRADE PER P14A1 oc v, LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT - - 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION JULY 23 1993. ONE f /I / CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY CONC. CURB & GUTTER (J) SDRSD G -2 l ' �. AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. y \ /ill GRASS L /A/E SGU4LE � ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THE Lo�L1NE ( LAS BEY S/N QLF00TH S/f�ES) REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN CONC. ROLLED CURB & GUTTER (/� SDRSD G F 'oEK P HAULING OPERATIONS. INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. ��g 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT ESSf© PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN ,Q.V* AC PAVEMENT (3) PER SOILS ENG. /'/� S(/IF/L� �,/� AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING SIGNED: y �f,P� t�l ! I Tt/ [/L���O C>r�h��� LI�t U UNDER PERMIT NO. 3577G HAS BEEN PERFORMED IN SUBSTANTIAL RCE NO.: G t 2 vo7 ,, •' CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE EXP. DATE: W No. 002003► HARD SCAPE (3) AS NOTED V ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE a / A��� T 7T I N•T s DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING �t o -/ -e w-ti rriG�� {x Pl o dt #o. -�� �n a Exp. 9/3019$ ` 1 11 J OPERATION. 74Z v Tray ds Je • .S^- "� i C ��f ° 'Q 92 2 �CHN� ,,��► CONC. RIBBON GUTTER DETAIL A, THIS SHEET ti NOTIFICATIONS Rol v ."t :(6, 72 2 Z C ��� f STORM DRAIN PIPE DECLARATION OF RESPONSIBLE CHARGE ` (3) SDRSD D -60 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS BROOKS TYPE CATCH BASIN (I' AS NOTED Q 5 W107'9 PER P14,4.1 ✓` EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE _ -✓ lo MIN ((/Q9 /65_y') MlN DESIGN IS CONSISTENT WITH CURRENT STANDARDS. Q THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY - PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME o IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING CURB INLET (/ SDRSD D - 2, TYPE 'B' Fp � OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. A/0.2 /� LWWAIG 6 OEE VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF I RIP-RQP 696mg D!1'l P4 TOR 40 TYPE ' ?' COMMENCEMENT OF WORK: SOWARDS AND BROWN ENGINEERING, INC. �F© / op - 2187 NEWCASTLE AVE., SUITE 202 '� 1.. / I SEWER (LEUCADIA COUNTY WATER DISTRICT) 1 -BOO- 422 -4133 CARDIFF BY THE SEA, CA 92007 �( R• Q,9 !, j� SAN DIEGO GAS & ELECTRIC 1- 800 - 422 -4133 y �Z = 6" ATRIUM GRATE & CATCH BASIN (2) BY N.D.S. OR EQUIV. Q INQ � MAX� WATER (OLIVENHAIN MUNICIPAL WATER DISTRICT) 1- 800 - 422 -4133 �- W _90.36190 Z rn 2 PACIFIC BELL 1- 800- 422 -4133 �� 2 aG CABLE TV (DIMENSION CABLE SERVICES) 1- 800 - 422 -4133 BY ,'` DATE S \ I Exp. 6-30-96 4" CLEANOUT (2) BY N.D.S. OR EQUIV. SIO RANDY R. ROWN RCE 36190 55Y0 GRGSS LlAI� SGV4LE 5� MIA/ 2 BEGINNING ANY WORK ON S 633 7 0 OURS PRIOR TO WATER SERVICE (I) SDRSD W - 1 W N0 SWMLE (507_9 ES) 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (619) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF (��Q 5C ROCK 1 L ((Vw �f<Y INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. OWNERS CERTIFICATE CONC. MASONRY RETAINING WALL ('3� SDRSD C -2, C-4 N•r 5 C 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS l W 6,C l AV) GRADING NOTES BEEN OR WILL BE RETAIINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE PLANTER WALUSITE WALL (2) PER ARCH. PLANS ON THE COMPACTION AND STABILITY OF THE SITE. 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS (1) !AIDICATES f SASE I WORK ONLY ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND (2) IA10164TE6 PA4S-c jI W09A ONL Y COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED BY �' f • DATE o (3) lND /COTE$ PHASE I 4 0 RQSE_1j GVORff AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS LEGAL DESCRIPTION AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS THE WESTERLY 246 FEET OF THE FOLLOWING DESCRIBED LAND: OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ENVIRONMENTAL DATA ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL THE NORTHERLY 5 ACRES OF BLOCK 94, TOGETHER WITH THAT PORTION OF THE EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 1. STEEPEST EXISTING NATURAL SLOPE ON -SITE = 400% (OUT6lOc 111111TS OFOEU661,0WNl) WESTERLY HALF OF "C" STREET IMMEDIATELY ADJOINING SAID PORTION OF BLOCK 94 v 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO ON THE EAST AS VACATED AND CLOSED TO PUBLIC USE IN THE COLONY OF PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL 2. MAXIMUM VERTICAL DEPTH OF CUT = 7.5 OLIVENHAIN, CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA N CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR ACCORDING TO MAP THEREOF NO. 326 FILED IN THE OFFICE OF THE COUNTY W TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO 3. MAXIMUM VERTICAL DEPTH OF FILL= 5.0' RECORDER OF SAN DIEGO COUNTY, TOGETHER WITH THOSE PORTIONS OF LOTS 24 I PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS AND 27 OF THE SUBDIVISION OF RANCHO LAS ENCINITAS, ACCORDING TO MAP PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 4. AVERAGE DEPTH OF CUT = 1150 C Y ( 27) ' 21440 SF = 1.5 THEREOF NO. 848 AND AS MORE PARTICULARLY DESCRIBED IN DOCUMENT # 90- 287405 ►$ 1, INSTALLED. RECORDED WITH THE COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY 25, 1990. J QPR ¢ 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE 5. AVERAGE DEPTH OF FILL = /00 e (27) ' 2¢870 4f PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE b Q; SIERRA fjlP6E D R MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE ASSESSORS PARCEL NUMBER CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. 265- 331 -01 �NC,NIMG o� WEST BTN Sr LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM R� ST NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" U/ /A/O Oro. AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE OWNER/PERMITTEE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE GEORGE P. REH A 0 k Gt/IA19Id /E FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 749 MAYS HOLLOW LANE SIZE C 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO ENCINITAS, CA 92024 PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF (619)634..0651 W QG EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED Ld c AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY C�" EXCAVATION OR EMBANKMENT T WASTE MATTER El T S OP S WHICH RE LI BLE TO J BECOME ® z I�J�JJr� -�� LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL EARTHWORK OUANTITIES ( PN456 119AM r4 RT #W01?K 0114A/TITI" L PH4 ff GAIL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE CUT: q50 CY e(/r! 200 C y COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE r1 FILL: 950CY PILL= 200 Cy, CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A r�'andy R. Brown' RCE 36190 EXPORT/ IMPORT: -0- EXP09T1IMP09r - -0- z NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL (n MINI MAP OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER � W �+ ` r ��!`+r AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. z Airs C� 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY 0CW'L0PI4CA1T vs RP Ra APPROVALS CITY OF ENCINITAS E- WIMCWKW& DEPARTMENT DRAWING NQ. D tID0ED 45- ouitnAlraRM4Ti0N DESCRiPTiOAI: TOPOfSE6UER AAAA4101f ,07 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP OVE 6RAD/A/6' fL4A/ fOR = l'N45`E Z OrVL Y . 11 LOLAT /ON 5 f E'C S/ DF THE GE A/TERL /�t/E Of S /ERRA NONE \ (� (� , � / - L� , /f RIDGE OR. gPPROX. 71 fT /V Y Df THE HORIZONTAL DATE f� BY. BY- TpN/ 9L - 029 35776 I 00f CENElr S /ERRA RIDGE �/OAIE Z !`•94 R.C.E. NO.: 31010 DATE: 12- DATE: - M_gr 89/ Srlfar EiIVNIM;, 44. 6 14 II VERTICAL RQNDV R. RoWiV SHEET OF to ELEV. m "rim, 3/66 OATVAf: ,4SS11&*0 5Y6AIAWRE 047E EN6 of A101ftf EXP. TO -3C7 9 � WORK PROJECT NO. q3 -012 / 141370 I i I 7 ' /G All? WT9 ORlvEWd y _ / I sEr&�cK I 1� I //i It dAVLIG#T D lL ER ARCH TECT ,`� L S/lQC rcou� PdUS'MENT OVER r8 ex sEdcK G" TpP USA � �R P �pN f �p� CL45'SIl64SE. SEC /0N PER Q P P �� (MdX) Q ��' ° T �L 4 T�IICK LUNG SCAB OUER6 CldSS 2 y SOILS ENGINEER. 1WE A10 6,gdO / WIN OPEN s co so ory REr. ES,� r- SFTadc/� A I A c 8 "GONG. Md 50NRS/ REr wd L L >< M GUdLL PEf?SDRSOC -d 4 v PER 40,q! C- 2. / 8 COA/C. IWOMW RE1'WGLL PER D ?'S'ET84CK d ' A41N G ° o SORSD C 4. r ' �� /' /� �' / /// Z S><i E XPANSIO N JD /NT f /LEER MQTER(aL G(// 1NQ1'ERPROOF MEMBRANE. �� ?'MIrV ?'M /N. v '°F � q� F FLEXIBLE SEALER 40056' �URIWC �` ? ` !Al4TERPROOf A/lEMBRANE. � ��, WArER PROOF MEMBRANE ' BRUOKS ryPE pvr. U°fp�r,5� P4 ORWA/ Q 1 ' PERf0RQ(C P 0 AC _ 6 � Q� �� l E 1 T r N3 " FO E xrs r. GRQOE W /Al ro — -; ; ?► SEE SECrtom 'A ',voTE al ts .4 imu L�� �C4 r CN B d�'lN PER P P w/ f /f /4 ,.v ���„ R iWil DRd/AIS lryP). \��� Q �� A.C. IJtA4QI;r DUER CRUS!lEC7 ROClf GI/RQPPEO X �" ( J CLQSSII 84SE SECrIO�I! ���Q pLAit( Ill 11 / �..% ` ✓ //( � ` 'fl \ U SEE SEC RON Q N OT E T 06,Fr $� �' PER S /LS ENG /iUEER_ IX/1 M /�I/ e NA/E TTO STORM t foR OvQLL DRd /NSCTyP�. d �� ORd /A/ OR OUTLET G' ffOC/S f' ..° z ? 1�61AX) �;, d e GRASS C /A/EO Sw4CE. a / /� // /�� lUATE PVC 1,110 69 1PER P[dI PR 777T/ / 49W CIA10 9010E PER SECT 10A1' 6' � SlIEEr 1. i s (RIA SAC TION 'C 6 I dAA Y) 9,CCTION 'd " I oNz Y) �'�CTlON mmw it a vz Y 5 oN� Y M.T.s. N rs. s . r � ` 25 SErBQCK Exa r. A Rdois -- � '� ��� NO GV OIA14 w /m/ OPEN SPACE ESM'T - 8" COATI. Md50AIRy REr WW I 6ErIWK. ? g PER 50960 C -4 AO�A) is Wd rERPROOF MEMBRANE z N .SEE 0ET411 'd ' AIMF X1,4 QC67 W S foR lN4CC 094 1NS. �° �y \ EXlST. 6 R4DE r0 REMd Z Z wa W W; `/ \ \ / /,k F U o aCv,« � Z� a �- (n N m � o 3 � 0 m I I L k 5 d R AS y . 8 -o all No. 36190 ' EXP. 6-30-96 0 ge MA I � R14 9 1 OR Y) > R• Brawn RCE 36194 a j► W W - � z 00 oz REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DE S IGNED DRA APPROVALS CITY OF ENCINITAS PUBLI WORKS DEPARTMENT DRAWING N0. LLJ Q Z! L 40oco46 81111 r Tg9 0ESCRI PrlONT01 0 OfSEG1 /E 114441110LFeOVEq. PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D A PRO D F'900 I oAICV. /I- V-14- LDC4r�0,U: "� E Ly Df Th'E CEit/TERL /NEOFS�ERR4 ,��fQ M401#4 P«� rOg RioGEOR. 4PPRox 7/ FTA1ZY rHE /A/rERSCCr�av HORIZONTAL ' DATE : ff �"r' r 3 BY: BY T��I 92- 079 Of dUEST BTl! ST S /ERR4 R /O6E A`? CENJ�KL/NES' A1/� R.C.E. NO.: 36194 DATE: `�- DATE: w�ST 8T>� i��ET > 'iveIIVIrZf� CQ. 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