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1992-3323 G (Plans) CITY OF ENCINITAS GRADING P AN b_ TPM 92 -035 NOTES: E. EROSION CONTROL A. GENERAL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT C. GRADING CHRIS LLOYD AT 756 - GRADING PLAN LEGEND 1. ALL WORK SHALL BE DO 1 ACCORD WITH THESE PLANS, Z. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AVAILABLE A7 ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY SUBDIVISION BOUNDARY THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE THE EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN PROPERTY LINE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS RAIN IS IMMINENT. REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. 2. THE SOILS REPORT TITLED SOILS REPORT FOR TPM 92 -035 UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED PREPARED BY A. R. BARRY AND ASSOCIATE'S OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. EXISTING ELEVATION DATED AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXVAVATIONS WERE SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS AND THAT ALL 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. AFTER EACH RUN -OFF PRODUCING RAINFALL. FINISH ELEVATION 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL EXISTING CONTOUR - SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE _IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN FINISH GRADE CONTOUR 320 AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT CIRCUMSTANCES WHICH MAY ARISE. IMPROVEMENT PLANS. DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. DAYLIGHT LINE _�� -►�� 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND .SHALL TAKE 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO FILL SLOPE (2 :1) ^ OR AS /1/OTC0 BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS SITUATION. 5. CONTRACTOR SHALL TAKE ANY PRECAUTIONS REQUIRED TO PROTECT MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR CUT SLOPE (2: f) ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE GRADING PLAN SHALL BE INCORPORATED HEREON. EARTH SWALE d: DIRECTION AND X SLOPE - THE CONDITION EXISTING PRIOR TO GRADING. EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF C AND THEN COMPACTED TO A MINIMUM OF 90 PER CENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 8 GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITH SPECIFICATIONS. EACH WORK DAY. ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (4016). SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED ON RAINFALL. AND HEALTH STANDARDS, LAWS AND REGULATIONS. EXCAVATION AND EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. EFFECTIVE COVERAGE OF GRADED SLOPES (90X COVERAGE) PRIOR MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7 :30 A.M. 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 9, NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS PRESENT: CITY INSPECTOR ; CIVIL ENGINEER ; SOILS ENGINEER ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. SOILS ENGINEER # S CERTIFICATE GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN 4 A. R. BARRY, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, ADVANCE BY CALLING (619) 633 -2797. D. LANDSCAPING PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS B. NOTIFICATIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR U JDEER MY DIRECTION 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS BETWEEN THE DATES OF � �'� O9 � AND 1 � APPROVED BY THE CITY ENGINEER PLANS SHALL CONFORM TO THE CITY OF 1. THE EXISTANCE AND LOCATION OF UNDERGROUND UTILITIES PIPES ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY STANDARDS. WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 2 FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT ON THESE PLANS, HOWEVER: PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY AND SPECIFICATIO GRADED BETWEEN .00TOBER 1 AND APRIL 15. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES Q� vt LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY SIGNED ���� TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR RAE. 2768 STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND EXPIRATION ATE: 3 / 3 1 /9-4 LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: tEcF1N A. SEWERS - CARDIFF SANITATION DISTRICT - 6 3 3 - 2 7 7 2 . ENGINEER OF WORK �l� cr►u�� OWNER STATEMENT ;a B. GAS & ELECTRIC - SAN DIEGO GAS do ELECTRIC CO. - 232 -4252 C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - 753 -6466 NOTE PRIOR TO USING THESE PLANS FOR ANY IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO D. TELEPHONE - PACIFIC BELL - 298 -0595 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS CONTRACTUAL OR WORK PURPOSE, THE THESE PLANS PROJECT, THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER THE ENGINEER OF WORK MUST BE CONTACTED IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A E. CABLE T.V. - DIMENSION CABLEVISION DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE IN WRITING FOR HIS CURRENT WORK AND REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS SAFETY REQUIREMENTS AND GENERAL WORK ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS CONSISTENT WITH CURRENT STANDARDS ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (619) 633 -2797. NOTES WHICH MAY BE MORE RESTRICTIVE I UNDERSTAND THAT THE CHECK FO THE PROJECT DRAWINGS AND IMPROVEMENTS. THAN THOSE SHOWN HEREON ;AFFECT THE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR WORK • AFFECT THE COST OF THE WORK I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON INSPECTION. PHONE (619) 633-2797. ALL WORK PERFORMED WITHOUT SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A THESE PLANS WITHIN THE EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH MY RESPONSIBILITIES FOR PROJECT DESIGN ' WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, OF ANY Q��� Ess' ��ql ��� LEGAL DESCRIPTION I RRESPECTIVE WITH THE PROJECT T OR UNDER MY CON ROLHER WORK ASSOCIATED SCUPS R.4 T /OS - CUT 2.1 - F/GG 2� > o Ile EXCAVAT /0N - /0, 000 C y - F /LL 9, 000 CY �- EXPO. 7 6 000 Cr BY DATE 1 14 q 3 4' S LOTS 3 AND 4 OF CITY OF ENCINITAS TRACT 87 -041, I Z (o Q 3 JOH D. CONWA ; John CocolaS Conwa IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE RCE 29067 E P 3 1311 93 v OWNER CHRIST PHER tWb sSTCEPE'ST EX /STING SLOPE In/f,�E�C'E P�?OPOSE,I� CAL /FORMA, ACCORDING TO THE MAP TI•IEREOF NO. f28f 6, RCE 29067 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN ADDRESS 3615 FORTUNA RANCH RD, OUVENHAIN, CA GRA,D/NG In/ /LC OCCU/? !S 2b / _ 6 DIEGO COUNTY ON MAY 20, 1991. M/1 X /MUM VC-R710-44 DEPTH D�' CUT = 7' AS BUILT �� � Fo�`��� � T.P.M. 92 -033 ASSESSOR PARCEL NO 264 - 240 - 15 � 16 MA X /MUI�! VE/ZT /C�1 L. OCPTi� OA' F /LL = 10 � of cm- �'� TELEPHONE: 619 - 756 - 2606 12) 9 3 RESOLUTION NO. OL - 92 - 21 VOLUME Of CUT A�PEA OF CU? = AVL -�P,4 GC CUT = J. 9' DATE F SEDI)vV / - G � /LG = � ADDRESS N�A V0U11VE of 11'44/A�cA a,' ,Cr46 -. AY5� � q. Q = / REVISIONS APPROVED DATE REFERENCES DATE BETCH A"W SCALE SPECIAL DOTF#CT DESIGNED BY DRAWN BY T CHECKED BY APPEOVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. 44" CHISELED SO TOP HDWALL MARKED W/ C. i R . 5.21 - 9' S PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP R VE GfIADM PLAN$ Fit c AS - , e,.'1 T STEEL FNCE POST. AT SW COR I NT Co„nnµwJ f -iy p E i irwe►i T ��'L Crit/J BY. p T.P.AL B2 - 0' . G EL CAMINO DEL NORTE A RHO SANTA HORIZONTAL : N/A A DATE: 811192 BY: • 60' S EL CAMINO DEL CL VERTICAL : N/A ENG /NEE OF WO R.C.E. NO. 29067 DATE: S� - g 3 DATE: S LI - a3 r-1 •iw raw ftArRAIu u&+f I -IAWN A_ rANWAV EXP. 313119.5 1 WAw ��A1�/T VA ....�. -••r • �r ! nw':. ., =+,: ._,rte. '.e.^z =N .,�°c �w,u Mv; ,;.;:..: r� v llet: . M_ - .. 3 # 1 !!k�5 �!F Wit.. b C/TY OF ENCINITAS GRAD/NG P AN b TPM92-035 ec EXISTING 32' PRIVATE ROAD EASEMENT PER MAP 12816 cj� 0.o. 0 � r �� � mo "� 3 _ _ _ �' � i�� 0 / 1 OUNDARY CA DOVE HOLLOW \ 1 I I , . — _ �o - �� \ \ PARCEL 2 A E B 325 �8' 1 X2(0.2 fL ZZ N- E 7� - 0� 3 N8 5 U 47 377 - Q \ 1 PARCEL MAP BOUNDARY w 84 35 � 33.0 Q \ \ P ► \ I 1 / Z • / \ :1 s�o� \ VQR /CS � � \ \ 1 ® I 1 I // 0 d pi Z \ Z.i 7a \ h• �, _ 34 JACK, . �� 3Q4: '1-, \ 5 A z `� Q LONE �� I �► \ 1 w ( / �� ' -� ,� �` f! \ Z 1 VICINITY MAP NO SCALE '"� I cn 1 \ I I \ 0 \ Z ac ❑ DATA TABLE A .943 l. 1 R = 100.00' L = 14.41' Q = 8' 15' 27" 1 p i \ o \� 3i I I I \ 1 I m \ W \ \ — 350 _ & L o I 2 R = 44.00' L = 57.40# = 74 45' 01" \ 3 R = 44.00' L = 33.00' = 42 58' 19 vu o \ \ \ _ — 392 — , ���0 LAS _ _ _ r+ 4 R = 44.00 L = 61.72 Q = 80 21" 51 � ( �'�u \ \ o � \ � � \ � _ - _ ao"� 5 N 84 35 22 E 349.40' � \ \ o \ \ 6 N 46 10 26 E 200.00 _ _ \ 0 1 \� r-- �; - - �� ® �� •� i 7 N 39 46 12 W 200.00 1 \ \ ` I \ \ \ � 0 , � � �1 `,► 'r- c) rn 8 N 84 35' 22 E 285.71 ' ` \ \ 0 Z�� r- 9 N 6T 19' 59 \ W RADIAL \ \ i z b 1 $ i � � \ \ \ � •� � to � , "a �— \ ACL MOA/U/YT5 0 aD 10 N 59 04' 32" W RADIAL a' O v 9 D SECT - H/�/93 O 0 o � \ 11 N 46 10' 26" E RADIAL _ � \ a � 12 N 3' 12 Or E RADIAL � \ � i 4) Q' 1 � \ \ . , �. _ _ _ N � _ _ — — � •' 3 ti � '1 13 N 39 46' 12" W RADIAL + ry • '� 1 \ \ \ �0 ` �, — _ J _ IV e • J 1 � Y' \ 14 N 59 51 5 7" E RADIAL ` $ i 1 W., �► \ \ W -- , r" 1 1 O \ A r/ O r I \ 1 �\ NU TES : �" ` \ �\ - �� / N i 2.01 AC GROSS L/ pL _ 2.02�4C GROSS \ 2.00 AC NET - •Cpl O PROV /DE MIA 11M OF 3, O F/ZOM TOP OF �SGO�E OR � � , \ \ � \ � A ,� � • 2.00 AC N�E � \ � � y � 1 TOC TO l�1QOPC G /NE• Z \ � ' — — E,q _ - ev f ROV /DC CART7 -1 SLc/ALE 7Z O /.PCC7 AGG D,�AIN.4GE NO CRD SS LOT \ \ �I� 1 \ � \ � \ � � • _ _ _ O PR40f/ /pF CA/•?TY 9 /VAGC 70 R /P- R 491- 71 A, TO /'I17.cy, -N 7 7Wc POSSI.B /L /Ty � � � \ ' � � l � � �� \ � � \ � \ \ � � ° � — � — � � � 45.00' " OF CROSS - GOT /0RAIN,406% \ \ \ \ \ 327.00 _ — \� 292.78' \ \ L MAP BOUNDARY ® Fd/? R /P- R,4P TD DISSIR,4TF c, USE: 32.00 � _ � \ . Q3 , 2 � E 696.78' PARCEL ENGINEEENGINEER OF WORK ROCS / = (wUM Z 9.46e/NG) , .� �a N Sr (4'X 4'X 1 THicK) 4`� �' �' � �� 5' /. 75 L6 ROCK ' NOTE z5 - 75 Zs « �aC� GRAPHIC SCALE � � PRIOR TO USING THESE PLANS FOR ANY ?O ° • - l00 / S L 3 /70C/l EX / - l J CONTRACTUAL OR WORK PURPOSE, THE 01/CAF A /Z" 19a A &7 /3L,4N,ZCT D- 75 • 1 =6�� !16 ENGINEER OF WORK MUST BE CONTACTED - 1Ne0AvPJ PATS - r1 - 11.9 .P /P 12410 4YCRGROWiV IN WRITING FOR HIS CURRENT WORK AND /NTa / I G,4NDSC,4PE,4?E4 AND " A/07 M.4 /NTA/MC/,' 0 40 80 120 160 200 SAFETY REQUIREMENTS AND GENERAL WORK ,q /NT,q /N AS' Td 19W1-P4-N7- AS BUILT NOTES WHICH MAY BE MORE RESTRICTI THAN THOSE SHOWN HEREON ; AFFECT THE ERas�ay ,2 ,-, REFERENCE DRAWINGS 8352—R & 8352—G WORK AFFECT THE COST OF THE WORK DATE PLANS FOR TRA 87 - 041 AS - BU /G T /1ld rC - SC- A ON SHEET .3 RECORDED AS MAP 1281 scr- sHECT 3 REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW 4 CALF SPECUL D 13'IRCT DESIGNED BY I DRAWN BY I CHECKED BY yALs CXT'Y pF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWIN N0 CHISELED SO TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP OV �, C RAEVY0 PLANS FM a STEEL FNCE POST. AT SW COR INT EL CAM/NO DEL NORTE RHO SANTA HORIZONTAL N/A a4 DATE: 8/1 /92 BY: <'l �. BY: T.P.A�L �2 - 3323 G FE RD 23' W RHO SANTA FE RD 60' S EL CAMINO DEL NORTE CL VERTICAL : N/A ENGINE OF WORKV R.C.E. NO. 29067 DATE: DATE: 5' 7-4 EL 119.476 DATUM USL JOHN D. CONWAY EXP. 3131193 wnDrr DDAJC/`T CITY OF ENCIN b � 0 L/ /TAS GRADING PLAN ENGINEER OF WORK 4S - SU / LT NOTES N SUFFICIENT FIELD Ck ECKS NAVE SEEN MACE TO ASSURE T14AT TH /S PLAN WAS TPM 92 -035 ALIVE CNTRA/VCE VATA TABLE CONSrRUCreD IN SUBSr4N7 - 1AL COAIFORMANCE W /TN THE APPROVE - 0 PLAN, NOT ALL . of LJR /YE1/Z/ -101A� ,C'/.�p/+? CEN7�/Z OF CUG -/>C- SAC ELEVATIONS/C.00ATIONS NAVE ReEN VERIF/CD. FIELD CHECK ANY CLEVATIONS /LOCATIONS /UT /LITICS BE Y N FORE APELING O THE LOCATIONS SHOWN 0/4 P41? C L o , ,• fL �4r FL AT �ORII/E TH IS PLAN. CALL CONWAY ASSOC_ 1"NC, W /TiN ANY QUESTIONS ABOUT THIS' C /V 7? Z5 37 E .3 PLAN• PA fCCL Z IV 2t ° 44 07 "" C 345.010 ROUGH GRAD COMPLETCD SEPTEM4S6R- OCTOBER /493. /�,41PCCL 3 /y ZO ° /4' /9 W 394. 27 AS-BU1Z7 DATA COLGLrCTED /l //5/9.3'. 4 N '71 .34.5-34 OT /-!ER TffAN T6iE KNOLL A2G (W /TN /N /Od FCET OF T CUC. -VC-SAC) , G^OIMCa CALLE 47 A'/cN P01II/7' ate' -Aol_C - SAC: LARGELY CI STS OF BRU-W ING AN RE- CON7 — W i 32' PRIVATE ROAD EASEMENT PER MAP Z8 !; RA DIAL BC -AR�N6 N 5 .38 "" EL .3 = q5 6 . $ / SOUrH CW0 OF ZE. F /N /SH GRAGL- IS WITHIN I . DO FOOT OR ORI G /NAL- GR.4QE, v 24 , CUL -Off_ SAc I0 4 PARCC ARC CUSTOM NOME LOTS /TH /S PLAN )S FOR ROUGN GR4DIAIG O/VLY. LA ' 2 5 9 .56AI . CR T6IRA4 O,4TA Tq.0G,9 AT T14 C- TIME OF ROUGH GRADING, PARCEL 2 WAS SOLD A,ND IPARCEC. 3 WAS /N 12 s ' 7v ESCROIa/ B07" THL 01tilMe OF >'ARCEG- 2 AN THE RIZOPQ5CP OMVER OF PARCEL 3 �O�Fi g OF CATC�I L1 R,4D /AL A, - edAl CENTEIZ OF CUL - a1'- SA C WERE ON -SITE PURIM: GR,90 /NG OPERATIONS AMD /ND/CATED t THHEY LIKELY WDUGO s ` 9 N07 .BOIL/) f/NTI L 5UMJyC7 /Q94 ) THAT 7NE CUSTOM oomE THEY i4NT /C I PATER wou/-D 169 1 6 /'LIRCCL ! N 59 6' &E P"CEp 6APPR6N 1MA7rC.Y) BETi✓ T/,FE A,VG4, P OINTS IN T.NE PA/ZCEL 5 ANO AlAy P,4RCEL Z A .38 " Z1 � 93 C ALSO /NV0L VE POOLS /OUTBU/Gp/NGS AND THE G /KE rl0 1NDIVIOUA[- 5 17E ^AN.5 32 Pgi?CCL 3 /V .35' ?/ " 43 48 W 1IVGORPORAT /NG SPECIF IC STRUCnIRE T .4T S EX /ST TH /S T lme. PARCELS 1 4 WILL LIXELY SE DEVELOPED IN A SIMILAR MRNNE.C. 06CAUSE OF 7H63E FACTS THE � /PARCEG 4 N 52 ° 4 7' 31 �' w R IP- RAP /D /SSIPAT /ON AREAS Wc NOT 0 1A-CE - 0 AS SHOWN ON Wye OR/ GI NAG PLA/V ?NE AC OR 1 VEh/AY APRONS WERE NOT PLACG D. TIyE CROSS -LOT EARTHEN SWALC ft2AYR6W4fAl HOWEVER ONCE CUSTOM HOME 4ES /GNS qd� Q� I 10 t 08. (0& PC' - . s•,l,4 L4TE/ZL1L 0 .47A �-,�- ARE SUBM I77`I Ta T IDE CITy A FINE GRADING /E ORA /NAGE PLAN SHALL ,BE 3 / n SY O$S ,5RVA-77ON • L5 E � O1" L.4r6III ST,4. OR RAOIAl FROM C E/Y T S(IBMITTED BY 7 14E /NO/ VIDUAL HOME WN/CAI E)"IPLOYS rHE' RIP- � � qQ � 5EW-I U�TERA► ER OF CUL- ,dF-St1C RAP /I: TAT /ON GAS /GN AS SHOWN ON 711E ORIGINAL PLAN. TN /S FUTURE -INC- 3 I A TER LA 7 E )Z AL 5 p•S 4F 0 0,fC[4 1 STA • /0-t 81.'78 GRADING AND DRAINAGE PLAN SHOULD BE REVIEWC-P Br A CIVIL ENG/NEE/P FO P COMPL.I ANCE AND Su/ TAB /L /TY WI TN FUTURE PROPOSED STRUCTURES) . c IN S 1_1-ED • OcvC�J I AI OT� R4 RC aC Z A/ 7 ° 06' 3(0" E \ \\ � Ilk �' -�' /ME of AS- BUILT. P�1�?CCL .3 I1/ 4 0 .310 3(v W ALL 4 PARCEL OWNERS . HAV[ BEEN NOT /F/EO OF TH IS ADVICC- AND REQUIREMENT BY 7NE CNG IIVEE/t OF -"Z< ; NAVE RECE I VED A COPY OF 7141S PC.4N ; NAVE N Q o .�ARCCC 4 ST.a - f0 t 90.95 Q P RYSI CALLY WALKED riVE S /TE AFTE.P GRADING OPERATIONS, 9 a h 3 / 4 A - h m ,�Q SET h/gTER MCTE,e5 / -�iY,D SI.h/CR 442 - 6eAG5 3, D ' F�f0Al �OCC OF Wt--DE SAC DATA TABLE 1 _ _ _ / E GG /C 47 00 A / CEN72ze Of cell- - a -S4C 1 R = 100.00' L = 14.41 = 8' 15' 27" q, ZZ x .35 F 0 —/I�— A l 8 �� o 3z5. N – Al 84 ZZ 3S BOU O N Q = 74 45 01 PORCEL MAP BOUNDAR 5� t � � 2 R = 44.00' L = 57.40' - ❑ ❑ � 3 43.0 a3. PARCEL MAP - 3 3 R = 44.00' L = 33.00' 42' 58' 19" 2 � ' \ 343.0 I � C y I 4 R = 44.00' L = 61.72' A = 80' 21' 51 (3 13. ' `^' F.N• 2: 5 N 84' 35' 22" E 349.40' ww 3Q3 to w �' 3 ��_ — _8 / c CNT�c,� 98 sp A3' 6 N 46' 10 26" E 200.00 2 �c -oF 3 / �cAp • sqc NOTES. M.I. 7 N 39' 46' 12" W 200.00' ' � 'h� .40 � " R s —® INDICATES 4 SEWER LATERAL PER 8 N 84' 35' 22" E 285.71 ' �� N ' , 3 q � 3 \� 3 LD s 3g '►j CARDIFF SANITATION DISTRICT STANDARDS R •l s 3 q� 9 N 67 19' 59" W RADIAL R ®" ,* �'� 3 W —O INDICATES 1" WATER LATERAL PER C2 s i �'� a PARCEL 4 OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARDS 10 N 59' 04' 32" W RADIAL PARCEL 1 (344 � • / A7 INDICATES 16' ASP l � HALT DRIVE ENTRANCE SCE 11 N 46' 10 26" E RADIAL 3 l s �.� ?�I /S SHEET 12 N 3' 12' 07" E RADIAL O � U � �3A5.e ASl C Z � 2 , 13 N 39 46 12" W RADIAL .� � A /&' � 14 N 59' 51' 57" E RADIAL Q�'� X0 ,0 20' J � PARCEL 2 O PARCEL 3 W ti� F o co a MN �a ENGINEER OF WORK DETAI OF CU - DE - SAC GRAPHIC SCALE NOTE S CALE l" = 20' PRIOR TO USING THESE PLANS FOR ANY 0 20 40 60 80 100 CONTRACTUAL OR WORK PURPOSE, THE ENGINEER OF WORK MUST BE CONTACTED IN WRITING FOR HIS CURRENT WORK AND „ J*J* SAFETY REQUIREMENTS AND GENERAL WORK AS BUILT NOTES WHICH MAY : BE MORE RESTRICTIVE THAN THOSE SHOWN HEREON ; AFFECT THE SE'r NO - r , WO RK ; AFFECT THE COST OF THE WORK /Z / l q3 , REFERENCE DRAWINGS 8352-R & 8352-G DATE PLANS FOR TRACT 87 -041 RECORDED AS MAP 12816 REVISIONS APPROVED DATE REFERENCES DATE BENCH A"W SCALE SPECUL p T DESIGNED BY I DRAWN BY I CHECKED BY CHISELED SO TOP H APPWVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. AS - n.T I ! ! /.Z7, q STEEL FNCF POST. AT T S S W COR 1NT MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP OVE PLANS F XV s W EL CAMINO DEL NORSE # RHO SANTA HORIZONTAL N/A DATE: 8/1/92 BY: I e BY: Tom, - O FE RD 23 W RHO SANTA FE RD k 3323—G ENGIN R OF WO K DATE: 60' S EL CAMINO DEL NORTE CL VERTICAL : N/A R.C.E. NO. 29067 DATE. .6--24-f:5 — - - EL. 119.476 DATUM MSL MUM n ^^L§I".v L-s : I i..