Loading...
1990-541 G (Plans) WORK TO BE DONE 2 , CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S 2 E I N I SH GRADING AND PLANTING SHALL BE OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ACCOMPLISED ON ALL SLOPES PRIOR TO OCTOBER 1 A. GENERAL ON THIS PROJECT, PHONE: (619) 944 -5070 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES 3,THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON GRADED BETWEEN ❑CT❑BER 1 AND APRIL 15. 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH CALLS FOR INSPECTION. PHONE1 (619) 944 -5070, THESE PLANS, THE STANDARD SPECIFICATI ❑NS ALL WORK PERFORMED WITH ❑UT BENEFIT OF E. EROSION CONTROL FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN INSPECTION WILL BE SUBJECT TO REJECTION AND I.IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS REMOVAL, WAYNE HOLDEN AT (619) 753 -5652, AND THE SAN DIEGO AREA REGIONAL STANDARD U & I �T DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM C, GRADING U r7 � 2,EQUIPMENT AND WORKERS FOR EMERGENCY WORK �Y UA N1 1 T1 S.- SHALL BE APPROVED BY THE CITY ENGINEER SHALL BE MADE AVAILABLE AT ALL TIMES DURING PRI ❑R TO ANY REQUEST FOR INSPECTION. 1,ALL GRADING SHALL BE OBSERVED AND TESTED BY THE RAINY SEASON, ALL NECESSARY MATERIALS A QUALIFIED SOILS ENGINEER OR UNDER HIS SHALL BE STOCKPILED ON SITE AT CONVENIENT 2. THE SOILS REPORT TITLED DIRECTION, HE SHALL OBSERVE AND TEST THE LOCATIONS TO FACILITATE RAPID CONSTRUCTION PPEPF�PEOBY SO!/T//ERNC/�C /FOPN /A SO /G 4 r/OTEST /N4• Itic. EXCAVATION PLACEMENT AND COMPACTION OF FILLS TOTAL FILL = o o9rEO 2////0/ SHALL BE CONSIDERED AS A PART AND BACKFILLS AND COMPACTI ❑N OF TRENCHES. HE ❑F TEMPORARY DEVICES WHEN RAIN IS EMINENT, TOTAL CUT = 2,000 .. -, -.,. EXPORT AMT, _ x,000 OF THIS GRADING PLAN, ALL GRADING SHALL BE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND AS • BUILT ENGIPuEEK DONE IN ACCORDANCE WITH THE RECOMMENDATIONS WILL DETERMINE THE SUITABILITY OF ANY FILL 3,DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR AND SPECIFICATIONS CONTAINED IN SAID REPORT. MATERIAL. UPON C ❑MPLETION OF GRADING MODIFIED WITH ❑UT THE APPROVAL OF THE CALIFORNIA ENGINEERING AVERAGE DEPTH [IF CUT c OPERATIONS HE SHALL STATE THAT OBSERVATIONS ENGINEERING INSPECTOR, P. o. BOX 3 Y HIM ❑R UNDER HIS 1 X39 AND TESTS WERE MADE B C 7 o• ct 3.APPR❑VAL ❑F THIS PLAN DOES NOT CONSTITUTE �+u�a visra, CA. 9�9i2 s� 0oog,F, _ ¢? FT. APPROVAL OF SIZES, LOCATION AND TYPE OF SUPERVISION AND THAT IN HIS OPINION, ALL 4 /2,7 o S,F, EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED 4,THE CONTRACTOR SHALL RESTORE ALL ___R ❑SION / DRAINAGE FACILITIES, NOR ❑F IMPROVEMENTS CONTROL DEVICES T❑ WORKING ❑RDFK TO THE / /e�, WITHIN STREET RIGHT-OF-WAYS, SEPARATE ( oATE:q -28 92 IN GENERAL ACCORDANCE WITH THE SOILS REPORT, 1 E SATISFACTION OF THE CITY ENGINEER AFTER vicroR QooRi6uEZ•FERNaNaEr AVERAGE DEPTH OF FILL APPROVALS AND PERMITS FOR THESE SHALL B REQUIRED I N CONJUNCTION WITH I MPR❑VEME E EACH RUN -OFF PRODUCING RAINFALL, Z -C.E• No. 353/3 EXPIRES 9.30.95 - LL �'�A C,F, - FT, `- PLANS, 2,THE CONTRACTOR SHALL PROPERLY GRADE ALL S,E 4,WRITTEN PERMISSION SHALL BE OBTAINED FOR EXCAVATED SURFACES TO PROVIDE POSITIVE 5,THE CONTRACTOR SHALL INSTALL ADDITIONAL - DRAINAGE AND PREVENT PENDING OF WATER, HE EROSION CONTROL MEASURES AS MAY BE REQUIRED MAX. VERT. CUT = 22' ANY OFF -SITE GRADING. SHALL CONTROL SURFACE WATER AND AV ❑ID DAMAGE BY THE CITY ENGINEER DUE TO UNCOMPLETED MAX, VERT.FILL = y/4� TO ADJOINING PROPERTIES OR TO FINISHED WORK GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 5,CONTRACT ❑R SHALL TAKE ANY NECESSARY PRECAUTIONS ON THE SITE AND SHALL TAKE REMEDIAL MEASURES WHICH MAY ARISE. c REQUIRED TO PROTECT ADJACENT PROPERTIES TO PREVENT EROSION OF FRESHLY GRADED AREAS STEEPEST EXISTING DURING GRADING OPERATIONS, ANYTHING DAMAGED OR UNTIL SUCH TIME AS PERMANENT DRAINAGE AND SLOPE IN GRADING AREA 6.THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL 0 _ /.•i DESTROYED SHALL BE REPLACED OR REPAIRED TO EROSION CONTROL MEASURES HAVE BEEN INSTALLED. CONDITION EXISTING PRI ❑R TO GRADING, TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC z p�� TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS � CREATE A HAZARDOUS CONDITION. 3,ALL AREAS TO BE FILLED SHALL BE PREPARED T❑ � K �tioy s p THESE QUANTITIES ARE - 6,THE DEVELOPER SHALL BE RESP ❑NSIBLE THAT ANY APPROXIMATE AND TO BE v BE FILLED AND FILL SHALL BE PLACED IN 0 �� MONUMENT OR BENCH MARK WHICH IS DISTURBED b� T �f �� USED ONLY FOR BONDING OR DESTROYED SHALL BE RE- ESTABLISHED AND ACCORDANCE WITH STANDARD SPECIFICATIONS, ALL 7,ALL EROSION CONTROL MEASURES PROVIDED PER THE PURPOSES, EXPANSION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL APPROVED GRADING PLAN SHALL BE INCORPORATED REPLACED BY A REGISTERED CIVIL ENGINEER �, OR COMPACTION IS NOT - SHALL BE REMOVED BY THE CONTRACTOR FROM THE HEREON, OR A LICENSED LAND SURVEYOR. e��� �; TAKEN INTO ACCOUNT, LL SURFACE UPON WHICH THE FILL IS TO BE PLACED,� LOOSE FILL AND ALLUVIAL S❑ I LS SHALL BE 7.THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND REMOVED TO SUITABLE FIRM NATURAL GROUND, THE 8,GRADED AREAS AROUND THE PROJECT PERIMETER Es c MAINTAIN ALL SAFETY DEVICES, INCLUDING EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH MUST DRAIN AWAY FROM THE FACE OF SLOPE AT 'I SH ❑RING AND SHALL BE RESP ❑NSIBLE FOR OF 6 INCHES AND THEN COMPACED TO A MINIMUM OF 90 THE CONCLUSION OF EACH WORK DAY, � CONFORMING TO ALL LOCAL, STATE AND FEDERAL PERCENT, IT SHALL BE THE CONTRACTOR'S SAFETY AND HEALTH STANDARDS, LAWS AND RESPONSIBILITY TO PLACE, SPREAD, WATER AND m., rEnws' $ /TE REGULATIONS. COMPACT THE FILL IN STRICT ACCORDANCE WITH 9 . ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL SPECIFICATI ❑NS. BE IN PLACE AT THE END OF EACH WORKING DAY �l �+ WHEN THE FIVE (5) DAY RAIN PROBABILITY o`a PEE A PARCEL NO.: C'7 8,GRADING AND EQUIPMENT OPERATING WITHIN FORECAST EXCEEDS FORTY PERCENT (40 %). SILT I ONE -HALF (1/2) MILE OF A STRUCTURE FOR 4,CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH R Cy) Iq HUMAN OCCUPANCY SHALL NOT BE CONDUCTED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES RAINFALL. �Nes� 259 - 200 -33 LF) m BETWEEN THE HOURS OF 5 :30 P.M. AND 7:30 A.M. AND UNIFORM CROSS SECTIONS, THE SLOPES OF NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, 10,SHOULD GERMINATION OF HYDR ❑SEEDED SLOPES FAIL V TT �/ I CINI T 1 MA P HOLIDAYS. PLANTED AND TRIMMED AS DIRECTED BY THE TO PR ❑VIDE EFFECTIVE COVERAGE OF GRADED ENGINEER OF WORK AND LEFT IN A NEAT AND SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, N ❑ SCALE U ORDERLY CONDITION, ALL STONES, ROTS AND B. NOTIFICATIONS OTHER WASTE MATTER EXPOSED OR EXCAVATION OR THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION DL EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME 35.023 OF THE EROSION AND SEDIMENT CONTROL LE GAL DESCRIPTION: Q I,THE EXISTENCE AND LOCATION OF UNDERGROUND LOOSENED SHALL BE REMOVED AND DISPOSED OF HANDBOOK OF THE STATE OF CALIFORNIA N UTILITY PIPES AND STRUCTURES SHOWN ON THESE THE TOE AND TOP OF ALL SLOPES SHALL BE DEPARTMENT ❑F CONSERVATION. �AecEL 2 �� /2/27, /h 'ry�EC /Tf�OFENC/iU /TqS, Coves W PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE DECLARATION OF RESPONSIBLE CHARGE o� sAwoi�6o .STi�TEOFCAL /F02�t/�.9, f /LEO /N TAE R ❑UNDER IN ACCORDANCE WITH THE GRADING oF� /�EOF CO PECOP�E2 O�sgiVO /EGOCOr//VT� RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ORDINANCE. ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK z THESE PLANS, HOWEVER: S OILS ENGINEER'S CERTIFICATE FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE 5,ALL TREES, BRUSH, GRASS, AND OTHER - CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED W LL THE CONTRACTOR IS REQUIRED TO TAKE DUE OBJECTIONABLE MATERIAL SHALL BE COLLECTED, IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS LL_ L PRECAUTIONARY MEASURES TO PROTECT ANY PILED OR OTHERWISE DISPOSED OF OFF THE SITE I ,OFIN /EL 9 AOLE.P A REGISTERED CIVIL ENGINEER IN CODE AND THAT THE DESIGN IS C❑NSISTANT WITH ] 71 � 71 �-/ <� -� N EXISTING UTILITIES OR STRUCTURES LOCATED BY CO NTRACT OR SO CLEA TO WITH VE NEAT TH E S SS T IN OF C AIELD O F I A , ID LY DOING CURRENT STANDARDS, SITE ADDRES L AT THE WORK SITE. IT IS THE CONTRACTOR'S FINISHED APPEARANCE FREE FROM UNSIGHTLY HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE RESPONSIBILITY TO CONTACT THE FOLLOWING DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS TRABERT RANCH ROAD , OWNERS OF SAID UTILITIES OR STRUCTURES AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS ENCINITAS, CA SHALL BE SECURED FROM THE SOILS ENGINEER AND MADE BY ME OR UNDER MY DIRECTION BETWEEN THE q PRIOR TO ANY EXCAVATION, FOR VERIFICATION CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE CITY ENGINEER PRI ❑R TO THE DIP ❑SAL OF ANY DATES 2/ B, g/ AND 2, / 9/ AND LOCATION OF UTILITIES AND ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES - c NOTIFICATION OF COMMENCEMENT OF W❑RK: SUCH MATERIAL. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FOR PROJECT DESIGN, cl FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS C BEEN SUBMITTED TO THE OFFICE OF THE CITY CALIFORNIA ENGINEERING CORPORATION MESS/ c D. LANDSCAPING ENGINEER, FURTHERM ❑RE, I HAVE REVIEWED THESE R �N9� 0 WNER : - ' a, SEWERS - SEPTIC - GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS 4440 RAINIER AVENUE, STE, 210 ��� ^�a,�,Ei;F�q Fy H INCLUDED IN THE SOILS REPORT FOR THIS PROJECT SAN DIEGO, 1 92120 c_ > b. GAS & ELECTRIC - SDG &E - 1- 800 - 422 -4133 1,ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ;619; 281 -3122 ?' JIM CHAMBERS ACCORDANCE WITH PLANS APPROVED BY THE CITY HAVE BEEN INCORPORATED IN THE GRADING PLANS AND r> c. WATER - OLIVENHAIN WATER DISTRICT - ENGINEER. PLANS SHALL CONFORM TO THE CITY OF SPECIFICATIONS, 337 S, S❑LANA B BEEAACHCH, , AVE., SUITE F �s� CA 92075 W 1 -800- 422 -4133 ENCINITAS GRADING ORDINANCE AND ALL ADOPTED �.hTF "�'` � PH; (619) 792 -0886 d, TELEPHONE - PACIFIC TELEPHONE - LANDSCAPE AND IRRIGATI ❑N STANDARDS, SIGNED 1- 800 - 422 -4133 t� 1 e. CABLE TV - DIMENSION CABLE - 471 -9000 R . NO. ��0�7 iQ���E 6 BY: VICTOR R ❑DRIGUEZ- FERNANDEZ DATE: CO�ST�L �O/I�ll/L/ /SS /O/l�� /T/1/O. / R. C. E, N❑. 35373 EXP, DATE; 9 -30 -91 EXP, DATE G• 3� — nc h+ G •90.222 W A, c REV I S I ]APPROVED DATE REFERENCES DATE BENCH MARK S CAL_ E DNS CO,f1�1(/N /TyOEI�ELOP.NENTOE DESIGNED By DRAWN By CHECKED By APPROVALS CITY of PUBLIC WORKS DEPARTMENT DRAWING NO, W G q - lo- YsTPEET L'E�I/TE /il/E ,QED/ /Ey /�O By PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP GRADING PLAN FOR �f0�/U�EyT .qT 6. C. HORIZONTAL N/A STq= /61 /.t/ /�¢S d v O R . C . E . N O . 35373 DATE: i - 1 - - 'l BY, �e _ BY NG NE ER CHAMB�EJRS RF1sIDENc 7F; - � -� ELEI! - 93.5/9 VERTICAL N/A O TE �/ DATE 3 g DATE 3 i TRABERT RANCH ROAD O.l.'1l/•t7 = �1. S. L. VICTOR RCDRIGUEZ- FERNANDEZ EXP . 9 -30 -91 - Li ENGINEER � Fr, SHEET 1 OF .�' CEC¢# 90 -071 LE'GE'ND OF I PAVEMENT E 194 i O PP 9 EXIST CONTOUR LINE R I - EXIS T BUSH / I / • OFF - - /7G S FFG i7f. S - EXISTDRAINAGE FLOW �E OOC. HO. B9•j ?OOB� /I I / / �1� I Er�sT se�,vo FF- A00 5' TOP OF WALL x BOTTOM OF WALL I I v _ —204 ersri _ — — — � P.POPOSEO i°•P /1�.9TE /NLET aa ..�� � I N ° EXIST. PROPERTY LINE 1 90 ' �•� / EARTHEN DITCH - F - PROPOSED DIRECTION OF FLOW 3 . � 4 a P ,,r` /�,• P, ;�, , 1� J'�1 «•�'� PROPOSED CUT &FILL DAYLIGHT \ �. i ,, �/ /•�O / EXIST. I V k N PROPOSED CUT SLOPE ROT. WALL o 90 e PROPOSED PC, C, PA VING J� j �, `':a m ;' �' h o / �j ��o o ��� �SE�'T /O�Y ,Q•,Q PROPOSED CONTOUR LINE g'� 1b" 1 0 h / / scs�E. yoe• /r / = zo ,� viPOP49E0 PET. /!/F'LG EXIST. ALUMINIUM Ss t�m ' �� �'J ��, / // / / /� / / vE�er. / "= to' ° ® POR .9iPCis! PGAiY CAP, L.S.3465 // �/ / / / (U 4• , / 50 CU 37 yOTE• E-�' /sue Ao ' P,Pi� T.6.Ig5, 9 � C -0 I r A � �t_ '' —•J�/ / UT /L /Ty _ S//,Q!/Ef�/!JOit/Uy1E/vTS Sf101yif/ EA.S'EiL/EHT�E,f, t.E. tt34.9 i — I_u / G� W ,�,QESyO`yy TO.OP�•POY /�J,4TE p�!/2/27 GOC %T /O/vOF'.°.POPE.P7�/L /il/E.S. �© W PROPERTY LINE DIMENSIONS SHOWN ARE 4 . >p pUT'LET _ _ —� t 5 t�' /7 jx PER RECORD DATA ONLY , AND NOT THE I. E. 17 / -0 / ►�' s '�H�� / � Q RESULT OF A BOUNDARY SURVEY, c��a 1 :. o . \ #s ���/ / F / a " /' " A Lt TOPOGRAPHY BY L ss 3465 0 1 "'' x ` • ' f i // /2 / / / // ��o e ZOO ° CALIFORNIA ENGINEERING CORP, ON ,rENOrE f T' I ► / / I ��' I coyc cETf /�� /N 01i CX /ST GFT .v'rILL� F11 W 1 10 / / / —ii1 sO /LS Eif/f1if�EEPS' I ® 3 C . N0. BEARING DELTA RADIUS LENGTH s, �, 38 > / 1 20 / LLJ / z 0 N20 °31 20,00' 1 Rc. � ' / '� �.S / / / LLJ 0 58 °06'35' 50' 50,71 L.S. 3465 Pi1D t �� s�,a 1 �' �/ / � IST. / ' W ° \ate Q �3 Nll °22'20'E 50,40' �� / s a FLOW LINE/ 4 25 0 291 1 52' 105 46,73' 1 / / �� 9w w 3J 28 0 49 1 41' 100' 50,31' 160 �' ssa/ P / ��4 ci�� I ,�� /1��4TE /NLET OET.Q /L ® N8 °02'31'E 11, 90' EXIST. I — ` �N \� c ' I h / �, ,�l -� 11� Q A.C. BERM . `C �vo scgc M ° / --- S I I ° / m � , .I EXIST. ALUMINIUMI I X ST. I I / ' LO lzt EXIST. 40' PRIVATE ROAD & CAP, L.S.3465 I I /pa � /noll : 27 ('0 UTILITY EASEMENT PER DOC. 1 / I I I I / \ N0. 79- 107845 RFC. 3 -15 -79 95 —I z � � �L'OTTTgBLE E�4SE/�1E/YTS': W 0 EXIST. I ' •rG, t44• 1 0 4 X 7 '� R!A G ' 6 8 I I QEC. /U�YE /S /982 TU S. O.G.E O H WATER e G /fI. T/� J I / OOC. �O, B2 /B3¢9O, \ \ METER/ @ I\ 3 6 /` sI�4' > P.�/. 2°�eMl •(�Yt9.)I I Q \ �- I EI mow \ o p o 162.o EXIST. WATER\ T t¢,ET• EXIS •�- / Q U \ C. D t lvS oN �oP T E>< T „ �/ ... OOC. it/O• B3 2//33¢, 2EC. G•t� B3 TO OL /IiEit///q /N/i1Uit/ /C /SAL Z EXISTING IRREVOCABLE OFFER OF DEDICATION VALVE COV. 4'x t fb M , 28 4.95 I �r -gTEe O /STe /CT Q L7 OF REAL PROPERTY FOR ROADWAY PURPOSES \ \\ � co 53 AND DRAINAGE EASEMENTS GRANTED TO THE \O ` I I I I Z H COUNTY OF SAN DIEGO BY DOC. NO. 81- 334796 85' \ - lbS• tr1� )• u DATE: 10 -22 -81 , BOOK: 1981 OF O.R. S!s��Ow(,g7 REXts C --150 O /� E / /N - - . . . , . , . p �OC �/O. 7B 503srj� LJ R O M S W W EXIST. P•C �_ �—� FLOW LINE _ W� 1 \ ��— W lr c. swot_E 6'� $ dins /ter/ N z EJ �_ _ �` .sue /V :: .• � � l� l� Z EXIST. WATER \ E.Y /ST 20'IyATEPES.s�iYT �� 3 a a CO�/PQCT.�E,e v PEQ, © f`OOL'Bj• 075/38, _ / SO /� S ENGP S. W \ VALVE COV. 2 11 P.e /l/,gTE % � •.• ,' a i TyP F-a Q ` ✓�' EXIST. SDG &E \ B?OO�SB4f' e • PULL BOX " O W � EXISTING EDGE W �/ ` 1/! CONCQETE OF PAVEMENT d N\ " ,1`• "•- .4L//4,1lBP,pP.q.Q�/�/EY FOES /2E N U J ® TRAB.RANCH RD. SLOTTED tsiP.4T�" FP9N �E,Q PLgiV A ~ Q \ 4E U Eo r �Q > .� 140 � AS- BUILT ENGINEER QWpFESS /oy //� •s y �� �0; _naP1GU 9l OETi� /L ' q ° . FORNIA ENGINE6(ZfNG �� T � CALI y CO P. \ /• '9 G, tJ p O /� W P. o. BOX 1397 '� m NO CA • 91912 W '° No C 354) No. C 35373 D m Y � EXIST. TELCO. & GHULA VISTA, y : / // C 12 4 It ABLE TV RISERS * 0 1 "• �. .:r�tt � � y VICT 200RIGU Z•�DANVE�Z�42 � Gl f Of CAL \F� �1 µ 9 - c -E• No. 353 73 EXPIQF • 5 V In q REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK S C A L E SPECIAL DISTRICT DESIGNED av DRAWN BY CHECKED BY APPROVALS CITY o EDTCINITAS PUBL I C WORKS DEPARTMENT DRAWING NO. W V ,r t f PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR ED GRADING PLAN FOR it1p�!/�s1EyT •7T d. C. HORIZONTAL 1' =20' / /��,/p�• �+ `�+ `w'�+` /6671a. : � DATE BY i /L (� BY B4ULEV. 7 wk2 n 3' �- t� ELE�!sd8.6 /9 VERTICAL N/A � .WY R,C.E.NO, 35373 DATEi 3 DATES 3 Y - �N / GIN ER �•o ` Aw /�+'/ VICTOR RODRIGUEZ- FERNANDEZ EXP, 9 -30 -91 R D ENGINEER SHEET Z OF3- CEC #90 -0'71 . ape L LEMID. " A V� V N r p EXIST CON TOUR L INE EXIST. BUSH EXISTDRAINAGE FLOW TOP OF WALL 9 1!5 BOTTOM OF WALL PROPER T Y L INE PROPOSED DIRECTION OF FLOW PROPOSED CU T & FILL DA Q IGH T A RE VVA PROPOSED CU T SL L)PE U j; w 4 * de Ae. Nit u PROPOSED P C, C PA VING If q �t 'e PROPOSED CONTOUR LINE 1 � yoo CD M 4. EX"�T. ALJMNMv �ff W PROPER T Y L INE DIMENSIONS SHO WN ARE PER RECORD DATA JNL Y AND NOT THE \ /� / ¢ �� % %� /�SPAOE Q RESUL OF A BDUNDAR Y SUR VE Y, CD fo "x" % TOPOGRAPHY BY CALIFORNIA ENGINEERING CORP. ON 1A-'W14-' 77'S LLJ B-10-90 e7 llev - z / /. 4 F 1' 20' ... .... N0. . BEARING DELTA RABIUS LENGTH w 4� \N ''' (Z) N20 3105 W 2OX0 w > 58006135 1 501 50,71 (2) N11 0 22I20'E — 50,40 a z' 0 25 105 46,73 ld ?8* 49 1 41' 100 50,31 N8 p, ;j ,? 11,90 //v '5 -5 7'r k� V, f� M CD m EX'Sl. 4C ! ld"ATE R,IAL m ' z 71? LLJ N Q� LLJ l j F:R ',J1 le�le FAt H ViPFA iOF k owe* k ANN )R4NA ; i,SEMENTS (,RANM' THE f Q!� I 4 SAN dUC HY 'Qt 0r;. Woo* L L LI D�� OATE: V- � k F l elAl e,7 LL- LJ www I Ld N Z LJ F-4 U LD Z j , "' eoc wowl 5 j "A vF (,f zr < �J'b l2m 1 1 011A y Y. � z- U Z 4!f UNLESS /VOTED /vl A > u ? RoFESS/o * 0 <I- -A ' > Nu 35373 m rn TF Or c > REV ISIENS APPROVED DATE REFERENCES DATE BENCH MARK S C A L E SPECIAL DISTRICT DESIGNED BY DRAWN MIY CHECKED BY APPROVALS ci•l[ly of ZDlTcii-Ti PUBLIC WORKS DEPARTMENT DRAWING N11. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP HORIZONTAL 1'=20' DATE BY I ) BY;;; VERTICAL N/A ('/' e - /v R. C, E. NO, 35373 ( -C Y EN 4n I NFER Alz�-ry -". - (/ DATE DATE 9 VICTOR RODRTGUEZ-FERNANDE EXP. 9-30-91 'ooea-000414:9 I ENGINEER ISHEET 3 QFJ CEC#90-071