Loading...
1990-311 G (Plans) GENERAL NOTES GRADING EROSION CONTROL LEGAL DESCRIPTION LOTS 9 AND 11 IN BLOCK "B" OF MC NEILL AND KEYS SUBDIVISION 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ACCORDING TO MAP THEREOF NO. 112. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT TOM COPE (619) 753 -4834 DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS. A.P.N. 258 - 202 -22 THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, ANY AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION, SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF AVAILABLE AT ALL TIMES DURING THE RAINY SEASON, ALL SITE ADDRESS GRADING OPERATIONS HE SHALL STATE THAT INSPECTION AND NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT 47 Mc NEILL AVE. 2, THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF ENCINITAS,CA.92024 PROPOSED SINGLE FAMILY RESIDENCE 47 MC NEILL AVENUE,ENCINITAS IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE TEMPORARY DEVICES WHEN RAIN IS IMMINENT. ❑WNFR /PFRMITTEE CALIFORNIA." DATED DECEMBER 15,1989, SHALL RECONSIDERED AS A CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE TOM & CAROLYN COPE WITH THE RECOMMENDATIONS CONTAINED• IN SAID REPORT. SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR 2053 FREDA LANE ARE SUITABLE FCR THEIR INTENDED USE. MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING CARDIFF BY THE SEA,CA 92007 INSPECTOR. (619) 753 -4834 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PDNDING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER ESTIMATED QUANTITIES 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE AFTER EACH RUN -OFF PRODUCING RAINFALL. SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION CUT 250 C,Y. IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS, SEPARATE OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO FILL looC,Y,3K CONJUNCTION WITH IMPROVEMENT PLANS, INSTALLED, UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE WHICH MAY ARISE. IMPORT 150 C,Y.* 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND GRADING. FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 6, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES 5, CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS ONLY, NOT INCLUDED IS THE EARTHWORK UNDER THE BUILDING ENVELOPE TO PROTECT ADJACENT PROPERTIES DURING GRADING SURFACE UPON WHICH THE FILL IS TO BE PLACED, LOOSE FILL CONDITION, OPERATIONS, ANYTHING DAMAGED OR DESTROYED SHALL BE AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM SOURCE OF TOPOGRAPHY - FIELD SURVEY BY PASCO ENGINEERING REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED T7 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE DATED 3 -19 -1989 GRADING. A DEPTH OF 6' AND THEN COMPACTED TO A MINIMUM OF 90 APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON, PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY ENVIRONMENTAL NOTES, BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ACCORDANCE 4iITH SPECIFICATIONS. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 100ie OR A LICENSED LAND SURVEYOR, 4. CUT AFID FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN < EXCLUDING ANY EXISTING MAN MADE SLOPES) GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT <40 %). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 2' AND THE MAXIMUM SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH VERTICAL HEIGHT OF FILL IS 4' RESPONSIBLE FOR CONFORMING TO ALL LOCAL., STATE AND ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY RAINFALL. FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 3, A.) AVERAGE DEPTH = VOLUME ❑F CUT (C,F,) = 250 (27) REGULATIONS. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 10, SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE OF CUT AREA OF CUT CS,F.) 2900 -2.3 LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED EFFECTIVE COVERAGE OF GRADED SLOPES <90% COVERAGE) PRIOR TO 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 /2) OF, THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED B,) AVERAGE DEPTH = VOLUME OF FILL <C,F,) = 100(27) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE ACCORDANCE WITH THE GRADING ORDINANCE, STRAW INSTALLED IN ACCORDANCE WITH SECTION 35,023 OF THE ❑F FILL AREA ❑F FILL (S.F.) 1900 -1.4 CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND 7130 A,M, EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL CALIFORNIA DEPARTMENT OF CONSERVATION. SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT _ HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF NOTIFICATIONS DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A LANDSCAPING SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE SHOWN ON THESE PLANS, HOWEVERi WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND THE CONTRACTOR IS REQUIRED TO TAKE DUE ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS, PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION THE FOLLOWING RESPONSIBILITY TO CONTACT THE OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK, A. EA/CIVIT45 S441174ZY D15T2/CT 944 - 5070 B. 54A1 D IEGO G45 4AJD E4ECT2 /C 800 - 422 -4/33 C. TEL EPHO,l/E 800 - 422 - 4133 D. s4A/ D/EGwTO W4TE2 D/8TR /CT 753- //145 QWA"b CCeTIPIC4TE E. 0/MEA18 /0A1 C484E TV 471 - 9000 WE HEwBY aQT /PY TN4T4 ,2E6/STE?ED s0 /LS ENG/,UEE2 Ole GEOCOG/ST Am5 QEEA/ OI? W114 W ?ET4/.VED TO sUPE2V13E 0VES•4CL &Wo1,V 4CTIV /7Y 4ND JDV /SE 0A/ 7146 COWfMCT/0N 4,VD ST46/C17Y OP 5415 SITE. TOM 4MD C4COLYV COPE 2063 44AIC 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE CARD //° SE4, 64 92007 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONES <619) 944 -5070 / J 1 �•NQ 3, THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR ToM 4co QOTE INDEX INSPECTION. PHONE (619) 944 -5070. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO SHT.NO. REJECTION AND REMOVAL. 1 TITLE SHEET 2 GRADING PLAN 3 EROSION CONTROL PLAN G DECLARATION OF RESPONSIBLE CHARGE SOILS ENGINEER'S CERTIFICATE 9 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS I q.R.BARRY A REGISTERED CIVIL ENGINEER IN THE STATE o y� PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF 7 t^ DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS 0 AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH APPLIED SOIL MECHANICS, HAVE REVIEWED THRESE GRADING PLANS AND CERTIFY �\ 1 ENCI CURRENT STANDARDS, THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT ^ � Ni Ni As V HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS Q n ST I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFI- • S BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY Mc NEILL CATION SIGNED______ : , REOUEZA AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSI -- - - - - -- ----- - - - - -- SI T E ST. BILITIES FOR PROJECT DESIGN, O EXP. DATES 6-31-90 �jt , fi? I n a Ctrsn., _ \ EXP 3 -31 -91 ------- - - - --- m WAY PAS( ❑� DATE-- 1 2 1 0,6 * 1 *A 17- v BY - 2 SANTA FE DR. Civi R.C.E. 29577 REVIEWED BY f,�IfOiCAt1�p 1r V I C I N I T Y MAP EXP, 3 -31 -91 COMMUNITY DEVELOPMENT DEPARTMEN NO SCALE DA E REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT RD A WAP BY APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION: SEWER MANHOLE PLANS PREPARED UNDER SUPERVISION OF APPRhVED kmay. �. raoka LOCATION: 170'E OF VULCAN AVE ON HORIZONTAL T' =10' /� DATE :� BY: ... RIGC t" GRADING PLAN FOR A SINGLE FAMILY RESIDENCE 0311- G MC NEILL AVE. Lt/ CITY NGINEER ROBERT WARREN RECORD FR O M: CITY OF ENCINITAS VERTICAL NONE �"� elm R.C.E. NO.: 29577 DATE: 8 7 - 't0 C O P E (RIM.EL.11R5) AYNE SCO ELEVATION: IE112.0 DATUM: U.S.C.S.G.S. ENGINEER EXP, 3 -31 -91 R.C.E. 29814 WORK PROJECT No. SHEET 1 OF 3 PE 314 LEGEND PROPERTY LINE 1 � EXISTING CONTOURS --- '(132) EXISTING SPOT ELEVATION (133.0) PROPOSED CONTOURS C DAYLITE LINE - I1 F PROPOSED SPOT ELEVATIONS 13 SCALE (SEE DETAIL) -� RETAINING WALL(PER RETAI N I NG WALL NOTE) / DIRECTION OF DRAINAGE -�- / HOSE BIB B I I / EXISTING RETAINING WALL Mc. NEI LL / AVE N U E P.C.C. WALKWAY ;o.• .., .:.,.. .;:. PLANTER P N N I M 0 a DICK /GARDEN DRAIN (S!! DETAIL) II 1 � 1 EX/ST DRAIN PIPE (6" PVC OR EQUIVALENT) D O�KWTEQWXVE RIP RAP NC.2 BACKING (D-40) \ �� 1'THICKxS'WIDExS'LONG E OVERHEAD POWER OHP H . "• / I OVERHEAD SERVICE OHS OHP _ OHP G -OHP OHP PP -OHP- *BUILDING WALL /A/a rat- L 0 2 adC.L'/A/G C[A5S R/P RAP /2rR .50•CO. srO. OWG. 0-40, /' 541 4A10 ( 5'w1ce x 5'6CM/G EX /ST. w4TC2 TW /4/•5 3k NOTE: BUILDING WALLS ARE SHOWN FOR CLARITY ONLY. HMID OX W R/W--., k 1 "tl' /3 "E 1600' R/W THEY ARE NOT APART OF THE PLAN. l /tt) INS./ 138 T. ` \ X /S / h 'Y lEX /S7 /t" To A FC I ' ' I aW. RlTd /A/ /A/6 i11aLL A/OTLi ! I /' 0 . %'a•l31S 1 WIC O 2Er41Aj 1A/G K l Lwe S. D. C. 0. STO.OWG. C- 3,r ' Tw 40. v I 0 t3. �O M.l SCALE I - -f ., /' s C34 © RBTW /v /VG HklGG /°ee S.O.C.O. STD. DWG. C- 1, TYPE /a I \ -� P LIGHT ELL O I i T EX /ST. I TM/4120 0h MOUSE rwl / - 01 I ~ 130 .. 3 � g ( a Eta ~ I 1 57 • . / T. w. /44.5 • r. waa e.w. l W - -- --� 3 ` /so. �- BASEMENT ew�l3 0 l " I , F. F. 130.69 I Q 1 GARAGE PAD 130.19 (EX /ar. 1ST FLOOR - d �c I I F. F. 140.0 `00 I • REMOVED) I 1 3' v I • • Tw/aa0 77w. /oo.0 I rw./44.5 .N. aw,5 /30.5 Q :'•...:. • <i3a.5 (/395) , ,L3 �,. / • SWALE DETAIL w. / W.1 i B NO SCALE k f 13 0.3 A ' r /AJ aNEO JWMA/ /MC WOLG I .�. TO 119c QEMOVEd �1 _ 139.3 TG. / . / r i.E./ 11 ) ti W A ~ W I.E� .O y" TO SE AWI- Eo L l \ i9 � (/aQ I T.W. D D 0 D 4.9' D �� z (/37.9 To (lt9.4 (132.3 T.w / rlv / .0 A/B3 2l' /S !139.3 Tw. M�3 (134.5) EX/SrIA/G a.W / T. w. Z 0 1132.4) 7 l .a A/ aw /39.5 T . /!!O W / .5 i "M /A/. w I:5L_DCK 13 u I I .C_ - 7 02 trQumme QF,OfESS /p I Q �p �l� LLI SECTION B-B ? o ry Q GARDEN D AIN N0. 29577 / NO SCALE / f � EXP 3 -31 -91 a l%f Ci LILJ U.. W LL Z C Z REVISIONS APPROVED DATE REFERENCES DATE BENCH MAFK MALE aPE'CIAL DURVCT TJ WA AITRMALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W C DESCRIPTION: SEWER MANHOLE PLANS PREPARED UNDER SUPERVISION OF APP R EDAiM 7 1 ( a GRADING PLAN FOR A SINGLE FAMILY RESIDENCE 0311 G LOCATION: 170' E OF VULCAN AVE ON V -10, DATE BY: RCE101 - 64 M HORIZONTAL C NEILL AVE. / CITY E INE R ROBERT WARREN C O p E RECORD FROM: Q �" �J �TY OF ENCINITAS � l R.C.E. NO.: 29577 � DATE: S ZO NONE (RIM. EL. 119.5) VERTICAL NE PASCO SHEET 2 OF 3 ELEVATION: IE112.0 DATINk SCS GS U ENGINEER EXP 3 -31 -91 R.C.E. 29914 WORK PROJECT N0. PE 314 Mc. I NEILL / AVENUE !, i EX/ST O swrer w*-vE aw. r PP T ONP _ 044P —OHP OHP PP —OHP hWAYOWAAr R /W1 L • t/ / E• *s.0o R/W me 30 0 110 GX /3r 4"raw L i F C x 0 / I o f f •' r � f � O '.. �. .l�.s ': � V SCALE (its. I!2 A rM $ I 1.t4i� r' 1t� P LIGHT ELL s. rt EX /9T. hlouft f K71L/SE I �$ - BASEMENT ;k L I. t F 130 GARAGE F. . ? SANDBAGS �m I PAD 130.19 1 o GRAVELBAGS 400c"30 ' 1ST FLOOR — (cX/ar. � • F. F 140.0 — r0 K I I I - - �MOVI[O) I �• / v v rlY. /p0 U r.G . DWIA1 *t•7• ar I.E. W f / � V f (139.3 �jt /s7 �CiC IIMLL I .f - re./30. V rl 1 7b �[ /11C 0 N'3 6' RV.C. vm /vmpc A C its.s> D A T 9. f f s �� l ( I O¢ EG,Y/ /vdGE I/T 1 D D ,. (/37.3 (Ilt4 (f32. >• a r. ./ C134 \ Q2 .3 "16T" SECTION A -A 1132.4) r.M./ u rw /no GARDEN DRAIN . C } ►_ : i"K 1.3 I A P 1 4 '2' NO SCALE 4.11 1 LO 1 0 2 + =� cD r Z S Z W o 77 C7 EXP 3 -31 -91 W sf,, elv \. ,�;� 0 V W PE 314 REVISIONS APPROVED DATE REFERENCES DATE MAW SCALE �AL DIBTMT QE5 @Y pRTjNN BY _sc As @Y APPROVALS 4C Of= F= PUBLIC WORKS DEPARTMENT DRAWING NO: !„ DESCRIPTION: _SEWER MANHOLE PLANS PREPARED UNDER SUPER', ISION OF APP F;' W - -- --+ -- -- - C ONTROL - P L A N �21� �, 1 0311- G -- - -_ ___ - -- _ -- _ -- -_ - - - -- - L0CATION:__170 E OF VULCAN AVE ON 1" -10� DA'E _, ev: � ROB MC NEILL AVE. HORIZONTAL __ ___ �1� N ROBERT WARREN C EROS S 1 N P E - -- R.C.E. NO.: 29577 [ A'E �•"I�ZO RECORD FROM: CITY OF ENCINITAS NONE - -- - - -- - - W (RIM, EL.119.5) VERTICAL AYNE PASCO ELEVATION: IE112.0 DATUM USGS GS ENGINEER EXP 3-31-91 _ ._ 29814 W ORK PRO,rECT NO. SHEET 3 OF 3