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1992-3035 G (Plans) WORK TO BE DONE: GRADING LEGEND A. GENERAL C. GRADING 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE ENGINEER OR UNDER HIS D SOILS ENGINEER'S CERTIFICATE ITEM STD. DWG. SYMBOL CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN 1 • ALL GRADING SHALL D INSPECTED AND TESTED BY A QUALIFIED SOILS INSPECTED HE SHALL INSPECT AND OF FILLS AND BACKFILLS AND TEST THE I. r�° OF a A - - -� •1 - PRINCIPALLY �� A REGISTERED CIVIL ENGINEER IN THE EXCAVATION PLACEMENT AND COMPACT STATE CALIFORNIA, DOING BUSINESS IN THE FIELD OF CUT SLOPE (2:1 MAX. ) - AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS - - - - - - - - - - - - - - y �/ Z% / THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF CUT REOUEST FOR INSPECTION. AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. COMPLETION OF GRADING UPON THE SOIL CONDITIONS PREVALENT WITHIN THIS SIE WAS MADE BY ME OR (DASWED= EXISTING) OPERATIONS HE SHALL STATE THAT INSPECTIONS UNDER MY DIRECTION BETWEEN THE DATES I t 9 -F � AND 1 4 -- Y - FILL SLOPE (2:1 MAX.) ------------- - - - - -- V F /LG y 2- / AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS' 2. THE SOILS REPORT TITLED 066 BELOW) pREPARED BY 7 0UTHERN C A. OPINION, ALL EMBANKMENTS AND EXCAVATIONS OF THE SOILS REPORT COMPILED FROM THIS STUDY, �JO /G TEST /N��IAX DATED�`Y�SHALL BE CONSIDERED AS A PART OF THIS WERE CONSTRUCTED IN WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE PROPERTY LINE --- - - - - -- ------ - - - - -- H THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE ACCORDANCE WITH WITH THE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT EASEMENT LINE -- - - - - - RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. - - - - - - - - - - - - FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO SPECIFICATIO . 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL EXISTING CONTOUR - WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR PROPERTIES OR ' „ - - - - - - - - - - - - - -- X130 -�-� LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS C;�I ° ^p..^ CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING `^ ' µ "� TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO SIGNED: ( -' ✓6� 't r7 r "> FINISH CONTOUR --------- - - - - -- - - -- 190 THESE SHALL BE REQUIRED . IN CONJUNCTION WITH IMPROVEMENT PLANS DATE:® Z°' a PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS r 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN RCE NO.: o EXP. DATE +I ?ka?r $ _ /2 S Col) INSTALLED- EXISTING GRADE------------- - - - - -- 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL aF''� CFV'I'i ���;G' - - -- /e 9. ✓�� � PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE PLA � _ ��?; , GRADE - - - - - - -- - -- - -- -- DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION ED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. FINISH ALL Or'C � EXISTING PRIOR TO GRADING. VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR .FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. DRAINAGE SWALE (2% MIN.)-- --- - - - - -- -� _'_ LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE ESTABLISHED AND DECLARATION OF RESPONSIBLE CHARGE 6 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH DAYLITE LINE--------------- - ----- C NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF " AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE - F REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SPREAD, WATER AND COMPACT THE , CONTRACTOR'S RESPONSIBILITY TO PLACE SPR SURVEYOR. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, SANDBAGS- - ------------ - - - - -- r ,. ILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. THAT Z HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 24 R.C.P. ---- - - - -_- �p_60} - - - - - -- - - - - - -- DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS O PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES AND REGULATIONS. OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS CATCH BASIN--- AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF 1 2 MILE OF CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT F, ( / ) EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED DESIGN. .C:C. LINED BROW DITCH - {D -75)- - - -- - -- C> C A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES RECOGNIZED HOLIDAYS- LOGAN ENGINEERING SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. WING HEADWALL - - - - - - (D -34) - -- _- - - - - -- y 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL 120 BIRMINGHAM DRIVE, SUITE 110 MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: 12E'fA1NINCz WALL - - - - - BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CARDIFF BY E SEA, CP 92007 619/942 -84 4 CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A 8 NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. BY: !Fj DATE: �m$7 ra' 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY D L ANDBCAPING 1 ".814,7 p � PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE RCE NO.: EXP. DATE & . 1. ALL S SHALL BE PLANTED AND IRRIGATED IN ACCORDANC PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL PLANS APPROVED B CITY ENGINEER. PLANS SHALL TO THE CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH CITY OF ENCINITAS GRADI REGARDS TO THE HAULING OPERATION. INANCE AND AL ED LANDSCAPE AND IRRIGATION STANDARDS. NIA 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, 2. FINISH GRAD PLANTING SHALL BE MPLISHED ON ALL AN AS CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING SLOPES P OCTOBER 1 OR IMMEDIATELY UPON COM ON OF ANY UNDER PERMIT NO. 50 - G HAS BEEN PERFORMED IN SUBSTANTIAL GRADED BETWEEN OCTOBER 1 AND APRIL ls. OWNER'S CERTIFICATE : T PERM & EE CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE E. EROSION CONTRO 1. IN CASE EMERGENCY WORK IS REQUIRED, �� OWNER A rA��r E ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST I DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING , CONTACT M4!'GENE AGGEN B. NOTIFICATI HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY R '6NYJp� IDI, 51[.116 OPERATION. AT 79Z- 5258 AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. Fi� 5O�i11Ul SD�pNq C11 CA. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 13CA 92075 AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY �'� DATE: OF UNDERGROUND UTILITY PIPES AND ON SITE AT CONVENIENT LOCATIONS TO THOMAS J AL(. PRF.51DE1T FA C ILITATE 8 -_ (619) 792 �i258 1. THE EXISTENCE AND LOCATION MATERIALS SHALL BE STOCKPILED GN, SITE ADDRE STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO ILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS - -- EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: EMINENT. A DATE1 G � APN: !64 d d� THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT MARLEN E A.ALLE,t1, VICE- PRE THE APPROVAL OF THE ENGINEERING INSPECT PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK OR. 13AYW000 BUILVERS, rNC. RGLORD DD �A C SP EC - I BeiW [� 13 � 6iRCCI FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES ION CONTROL DEVICES TO SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE fOMIDIO �I Dr EII F PRIOR TO ANY 4. THE CONTRACTOR SHALL RESTORE ALL EROS II WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND RUN -OFF PRODUCING PRIVATE ROAD CERTIFICATION N RAINFALL. L EGAL DESCRIPTION: ti NOTIFICATION OF COMMENCEMENT OF WORK. I CERTIF HAT THE P� IVATE ROAD IMPROVEMENTS AS SHOWN ON THIS 0 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL PLAN S ISFIES THE REQUIREMENTS AS STATED IN THE FINAL NOTICE OF _ A. SEWERS - CAkp /FFgN /TAT /ON 7 /Tf? /CT X033 -2770 APPROV L OR TM 88 --638 AND THE STANDARDS FOR PRIVATE S d MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED TREETS. ALL 10 POEION OF LOT 18 DF RAMCHO U5 ONCjor S, AcroRDjU610 , AP N GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. , i N I 848 TILED IN p INLDFFIC( OFiUC0110, p DF Q °) B. GAS & ELECTRIC - 800/422 -4133 (S. Q G. E� f r II C2 " DIJ J 481 IU9$, �R 5 u DILGD C. WATER - OL /VCNNd /N M. 1410. 7 3 6 GGi 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY 146- 1 (t't' 'I ` AMP ALL TU05G POI 1 100 OF � 81 aND BI- A D F THE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED , R.C.E. 39726 EXP. 12/31/97 DATE tOLOIJ� OF OLIVEpgpIW, AffDRDIUG i0 NAP TNL�DF N° 326, UP D I N or a D. TELEPHONE - 800/422 -4133 - PACIFIC BELL WATERS CREATE A HAZARDOUS CONDITION. DOUGLAS E. LOGAN I Or o CON R( DRDGRDF5Ap DIEG D CDll F J 1 T06E 7� . ' E 0 Ivl►� TNDS� _ - - „ „ _ Tl `I - LL GRADING ET STANDARDS; E. CABLE TV - 80014, - OWN /ELS GfIBLEi/ /`� /ON 7 • ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRAD FX IDUS of "A [ .1 °8 SIRE- _ REVIEWED FOR CONFORMANCE WITH PRIVATE STRE �� ;� t'�p� Nt� 9? 6 �) f C CI-11 I AND P3 RI-f- L, PLAN SHALL BE INCORPORATED HEREON. GI.f ORDIW G IV MAP INC•1� N� 7t?6,' NPlJG V I A CI OF ClJtl�1 r 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS THE FACE OF SLOPE AT THE CONCLUSION 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM f�lu Dr 5pu DILGO, SiQIG DF CAIIfORpIA . 8 OF EACH WORK DAY. BY: a PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 619/633 -2770 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT DATE INSPECTION. PHONE: 619/633 -2770. '� ` THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY O ALL WORK PERFORMED WITHOUT FORECAST E �\ XCEEDS FORTY PERCENT (40�). SILT AND OTHER DEBRIS SHALL T_ T- BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. BE REMOVED AFTER EACH RAINFALL. 'f'D S4 /•�/` ��� Z W r y,3 ►- 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE �7j 4 �o W EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO /¢ SITE ,�� W NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND + t /�iy SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF �• Ld CONSERVATION. t � nntt ENVIRONMENTAL DATA: IVIA A S- ,64114 7 y WOO Q� EARTHWORK: 0 L J \/r 1\)rJr \J 1\) o a f _ p = c 1) epest Exist Natural ,.� .. to On-Site = NOTE EARrNwoek �l: h _ CUT= 62, 900 t quAn/TiTiES /n/cGUaE G v�v��rrCE coc C�NI ✓4C W Z J RE50LU7 /QN O F �dPP,POv�tL C.Y. ORAO/NL; FOR' /37W 8T. AAIV C 16r..46 ��� 3�Z92 2) Maxim Verti v NO cERTrF /EO wE�aril�E FILL = fog 900 f SRON/NON OWG.No. 3 r, �tiEr'16 - Xp0zr= c �� �� ref -� � K I c ,0 ECL,4R,dr10i/ O/V f /GE C /TY Cy. 7200 C.Y, �//r a 5000 C.Y. F /GL = E200 C. Y) Q OF ENC /�t/ /jd5 �Oe 7X-feg_ RPZ. IMPORT /EXPORT= - O- -� r�ESE OY.4AIr /r /E5 00 C 3) Maximum Ver C.Y. 9650LIT /OA/ Alo. PC 9/ - 34 l0� /C�9/ F,'Est�IEO /4G GP COn/TP4CTOe 7G� � /(/� z N .4EFE.E' raO /L REPOETa �e ®Er4r��. C5 t T No. 8 72 /008 , ( u 4) Avera ep th EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND .PEP - r" G'6 areellAllcdL /N!/EST /6•-4 T /ON) ¢ ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL DOTED 3//7/87. 2) SCSg T No 872!008, UP ©4TE REPORT O<ITEO Q S) rage Depth QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND /OR 7/27/88. 3> 9C5 T /Uo. 902114x0, REPO.PT# /- �iYEPLACEA9E/VT T/Ll� W (r) ag SWELLING FACTORS, w L rE i2 -¢ 90. REVISIONS APPROVED VICINITY MAP �Z5 -03) TH. BROS. z 0, DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT S e No Scale IN. PKOFILE /GRAIIJ& OC Oo13 Cues. s�. Tap uow�. wlrN sTEE( F9 psr- w APPROVALS z o _ ADDED S�IEE7 3A '�;� ,, sw coy. W. EL carnlNa VEL rcoar� 4 Ruo. s/v,(ra ,•° ,,f ;�^ °_ CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. W Q C //� � PLANS ff'REPAR UNDER SUPERVISION OF RECOMMENDED A P OV D � ` AS -gU /L T G. $ -11 '7 FE PD. z3` W. 12140. SttNTA FE 60` Jr. EL HORIZONTAL - "�1�e GRADING AND PRIVATE IMPROVEM /►� Z ,e ENTS FOR: CAMINO DEC NWE !o Z� $ '° DATE BY. �. �,- By 30.3 El :119.476 DATUM: U. S. C. § 6.5. VERTICAL Q �,�L c� . ,_. g� a l �c ENGINEER R.C.E. NO.: 39726 DATE: DATE R_- BAY WOOD VISTA 12/31/97 DOUGLAS E LOGAN EXP. R.C.E R.C:E•. -_ .,,.�„ .,..,..___ .._ ..r..... �........ -.- --- •. -- - PRIVATE IMPROVEMENTS GENERAL NOTES- _40' , PR IVA I L- ROA UTI LITIES ESMr. 40' GRADGD NIVIH 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGI- 20l 6 zow wac NEERING DEPARTMENT FOR ANY WORK IN THE STREET RIGHT -OF °WAY. 12' �Fvml 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF p�f�l• ENCINITAS STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO i Ilt (1r CONSTRUCTION. i;PrCgL HUH GaA�c AL PVM�. d:C.PVMT. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTI- J' it TUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUND- fi ¢) ����4� ARY. T.C. 2s/ I.C. w 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT —OF —WAY 2 ' ' Z% — 2 ` ✓ SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUC— (G - TION OF BERM, CURB, CROSS GUTTER AND PAVING. COMM A.C. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES 'Jl�•I FULL P �IKnJIICURQL GDNSIRUGI CONK C - K 6 SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILA- �[ CIIOlJ'MIN•4'A:C.OU6 CLghS Q.8 -P, GUiTCR PCR BLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER D.(G 4) EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER 114 moot r169 THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER TYPICAL CROSS SECTION WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. p 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BAY W OOD VISTA COURT BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO IIIt�1G �1... + 0.51 / CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFI- i K M019IF1F,:�19 G -4 IS SAME A5 G -4 W1T114 CIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF I I) ELETE 09 I?AVEMCI\l1 5101;. EXISTING FACILITIES. 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPA- NY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES, CONTACT THE SAN DIEGO GAS AND ELECTRIC COMPANY. TELEPHONE: 232-4252 8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL TELEPHONE PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES, CONTACT THE PACIFIC BELL TELEPHONE COMPANY. TELEPHONE: 293 -0595 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVE - MENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES, CONTACT APPROPRIATE COMPANY. 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 EASE- MENTS DEDICATED TO THE CITY OF ENCINITAS. 12. NO PAVING SHALL BE DONE UNTIL EXI ^STING POWER POLES ARE RELO- CATED OUTSIDE THE AREAS TO BE PAVED. 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THE PRIVATE IMPROVEMENTS. 14. ALL LUMINARIES SHALL PROVIDE TRUE 90 CUTOFF, AND ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. n 15. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE N A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 Cn HOURS OF NOTICE FOR SUCH A MEETING. 16. THE CONTRACTOR SHALL MARK THE LOCATION OF EACH SEWER LATERAL .4 AND WATER SERVICE BY CHISELING THE LETTERS "S'" AND "W" RE- U SPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. DETAIL LL. 17. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A P LL MANNER AND LOCATION APPROVED BY THE INSPECTOR. X Q ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD CUT p:/ FILL V SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO GR.4OE0 W/OTf/ 0 THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC- 1 45 0( vAR /E5(3.5' - /O� 0 "x6 ° REOWooO r TION, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS IIE40ER (rYO) (� r COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAW- Z W` INGS (LATEST EDITION). FACE Or A,CBEQM F- OR CO vC. CUR6 F GUTTER W W FtVS /T /ON C11EVe01v 25'O.C. M /N. _ (5 W REDWOOD CHEVRONS (NTS) W cr Z F /V /SNEO Z 4 „ CE.VGT,4 V"165(5 14•) GRADE 54CK OF CONC -� —"� O _ CURB OR 6 " , • c�� J f� A. C. BERM LLB Z_ Z °x 6° REOWOOO /� r F/E40E,P CF/EVIPON (TYP) Q CC r • AS - B zliZ / z ca a� ` SECTION A -A (NTS) N m981P L.1/�/PE�/CE E COLE Cr U) w (� W L z� � o zo REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY I DRpWN BY CHECKED BY APPROVALS CITY OF ENCINITAS E N G I N E E R I N G DEPART MEN T DRAWING NO. LLw Q 'f'(PICAL CIzOSS- SEG'(i0 PLAN �REPAR,ED UNDER SUPERVISION OF RECOMMENDED ARP R0VED f GRADING AND PRI FOR 3O3G_G AS -OUfLT �3-q°d / , DATE BY .: BY. 1 } B/�17 YY00® VISTA J HORIZONTAL 39725 R.C.E. NO.: DATE: DATE: l VERTICAL ENGINEER 12/31/ DOUGLAS E. LOGAN EXP. E�C.E.° R.C.E. WORK PROJECT No. CITY OF ENCINITAS TM No. 88 -038 RPL. SHEET 2 OF } I 20° 10' PRIVATE DRAINAGE EASEMENT 0 >- 64 .- r BAYWOOD VISTA 6" 1 ° MIN. 1. THIS PLAN REPRESENTS ROUGH PAD GRADING ONLY AND IS NOT / ✓° / IC C D , CONSTRUCT COMPACTED 3 3 COURT. �t z INTENDED FOR FINAL FINISHED GRADING. FINAL FINISHED GRADES, 1 9 EARTHEN BERM AS SHOWN. 1 0 om LOT DRAINAGE, DRIVEWAY /GRADING LOCATIONS, ETC. WILL BE t S ' / 1 O PG P 3' BROW 1 ,y o g DESIGNED AND PRESENTED AT THE TIME THAT HOUSE FLOOR PLANS ! IT co D HAVE BEEN DETERMINED. "' }° r f. ' � } � \ O SLOPE � CH it 3" C 1 \ <[ 2. REFER TO BAYWOOD VISTA FINAL SUBDIVISION MAP No. 13140 FOR ,..._,, r _ \ `1d vs w GROUND LINE N 1 FINSH ALL LOT DIMENSIONS, EXISTING AND PROPOSED EASEMENTS, ROAD i F' a. ° ' �� �°' "° GRACIE GROUND LINE :_, _ ! P PL AN. " " . ` �\\/ /: \�j� \/�\�j�i \i i \ � j ��!��\� / ?� WATER 11 R 6 " DIMENSIONS, LT \ 4�\ 1 E 20 CC / r .. SE ND O TE f3t1 i - A H T f -�` �' -.�._. 1 �.. , BERM DETAIL TYPICAL EACH LO � � EWER,,, ��� 2 � to � 0 {11 CONSTRUCT TYPE s" CATCH BASIN PER D -7, WITH ONE OPENING 1 r f ,� t I ONLY ON NORTH SIDE. TOP EL. =162 °5 I.E "= 154.0, V -8.5', =a °'� r \ ti NOT TO SCALE PR O FI L E s 4'S 16" i / r { I,, �°1I91I�i " O.C. E.W. Q� 2 CONSTRUCT WING TYPE HEADWALL PER D -34. TIE INTO MODIFIED '.' BROW DITCH WITH A SMOOTH TRANSITION. _ t 3 ✓, G \ "' NO TO SCALE �3 CONSTRUCT 115 L.F. + OF 24" R.C.P. (1300 -D MIN.) AT 7.5 %. ' ( J G 47G -C -2000 t G "'`\._ �. G / R .PErYOYE E.Y CLr£'B � � NOTE; REFER TO WORK TO DONE 25oQ AOIR r 1 CONSTRUCT MODIFIED PCC BROW DITCH. ~ "t,, / ? -_ N N, a a 3 \ FOR CIRCLED NUMBERS. , 470 - 0-2000 WIDTH =3' DEPTH =1,5' SLOPE =2% (MIN.) x- secrioN PLACED CONCRETE --� ,,` � - . /' WITH 1 1 /2' X t /2" C r STUCCO lfifl ? / \' ' _ f oaira 7 GAGE CO N M NG_ CONSTRUCT 20 L.F. OF SPLASH WALL PER DETAIL THIS SHEET. _,.. t ' _ J; ©A-(�/ — — CONSTRUCT P.C.C. BROW DITCH, TYPE "B" PER D -75: TYPICAL I l ` 1 r 5' ` ~ 0 `. \ ^- I A LL DETAIL THROUGHOUT SITE. I _` r �Q. / / 0 O C O P/4 Al - -- IVOT TO SCALE C.'_/ CONSTRUCT 65 L.F. t OF RETAINING WALL PER C -2. MAX HEIGHT / -J I / " - ' _ A,S'-40a& T t � NOT TO EXCEED 3.5 FEET, , ,. f ✓ \r r f r I ✓;_:.._ . r' o _ _ °__ S v- dooitiieo �_r4 AwY `s° »� m D 5'C'.o /E "'r % f REMOVE o �OhfPACTED FILL N '" d " - ' NATUfL s UNSUITABLE 8 PROPOSED ENTRY GATE. EXACT DIMENSIONS AND DETAILS TO BE _. f Q r • } f , - { \ _ , - ° GROUND , ; MATERIAL PRESENTED AT DESIGN REVIEW. y <c > _ CJ ✓ .9? -e9 co« tit � ,,. ' !' � �, BENCHING �` , � .PCE"3�292 ex G /3v o0 APPROXIMATE "FLAT" USABLE AREA OF LOT ROUNDED DOWN TO f h _" THE NEAREST 500 FT 2 r Vic "` - { ; l / 6 ._ - 't�0 ' � v SUBDRAIN TRENCH PROPOSED cur SLOPE C i "! t SEE DETAIL_ A c& B r' OF PLATE No, 3 2 1 „ APPROXIMATE LOCATIONS OF CANYON SUBDRAINS PER PLATE No. 3 -,' OF SGS &T REPORT DATED 8 -13 -96 (J.N. 9611119). ACTUAL ' - _,„ l 4r/ �l ^. f .. s'r 1® t ,; e < G o 0oal lV LOCATIONS AND LENGTHS OF SUBDRAINS TO BE DETERMINED BY P / ci _, SOILS ENGINEER DURING GRADING. MIN, 4 DIAMETER. .i ' CO * " f 7" �� �` �� 1 q ,�1 r` �` If q$0 INV, 1 �� ;" ` /1 / ; B \ / 77. ,% k NOT TO SCALE SU9DRAJN 11) APPROXIMATE LOCATION OF BUTTRESS SUBDRAIN PER PLATE No. 2 OF SCS &T REPORT DATED 8 / r t 9 0 F C - 13 -96. LOCATION TO BE / r f, t ' ± J ~;"'e. "•'-° , :.-- ...,_„_ te' `~• �`` f j t ®' MIN. VERIFIED DURING GRADING. RAIN. 4 A, DIAMETER. ,?' t f f \. 10 g . t j MIN. OVERLAP C °r �K 12 VISIBILITY TRIANGLE. NO OBSTRUCTIONS, INCLUDING SIGNS, HEDGES, SHRUBBERY OR NATURAL_ GROWTH GROWTH PERMITTED HIGHER THAN I „ '' ,# 1 r .` } ~ _. '` ` \ C.y ` 1 FABRIC FILTER THREE (3) FEET ABOVE LEVEL OF STREET. < / ` ' ( 1 V k "'"`' 1 �' e � � � f ' , � - r' (MIRAFl 740 OR r ICx ILL 1c' '" / " - ,,, rF f /= PF�PROVED EQUIV. Pla Q (�72 i5' PUBLIC SEWER EASEMENT PER FINAL MAP. lam,, -. [ i ' r , # i l / v: 7 f 2° MAX GRAVEL OR Cj r�r _ Y _. , ! r / r .. , . cap , r NOT TO SCALE 'j( ,.. , - 'C r" y . x ,.- J � f CUBI FOOT. O In PROPOSED PRIVATE DRAINAGE EASEMENTS PER FINAL MAP. " / B / " ' / /76'8 �:° } ; J '. 9. Y t 1 °' l 1 1 /2 GRAVEL WRAPPED IN FILTER FABRIC, q 15 PER NEGATIVE DECLARATION FOR THIS PROJECT, ALL TOPSOIL ° i "_; t n "l f r _ m_ w,.,.,- .... >"' r' WINNE R O ® J� D AND STOCKPILED ON SITE PRIOR TO GRADING. ! / '' r ` l /; ! f 7 ; __- r\ ' ✓ !F , f f ' , .^ 1 , -` ,..^' = ,. °.r...7„ . +` .„".,g TO BE REMOVE „J'� i� 5011_ TO BE SPREAD OVER THE SITE AFTER GRADING AND ~\ M ` ''''Y " x f 11 PRIOR TO LANDSCAPING, ` rfi }..:' , ff r `• . , ,. 1 . ,0 1 -' ✓ r✓ COLE R.C.F. 36292 DATE f� } FL i 1 f% f l I <, . "� g y' , PIQ �' LAWRENCE E . EXPIRES 8 /30/00 N11. 2 . p NaT Ta SCALE L LANDMARK j I Ali ,.r' ,.,._....,,.. ` , s ? ?° 1, �,� _� .,� fi ,. ^. ' t 1 4 f r ✓ , "�.- ' 16 SC /30 CNAOiEQ POG /CY 222' f E 321 Nil Gs+r � E 2 5 CA t { r f ' , r f 0MIINO DEL RIO SOUTH, EG SUITE Nar ro �xcEEO \ ° t Q �� L * - 1 V C SAN DIEGO. CA 92108 / r ;. PAD= /6/.8 ! ��� (619) 260 -0420 , RX " 4 .. 1,\ '• r•! , ,_i i f � i' )—j { I ". -• , .,"." � � ` � � � ! rrnn - mawx . ^MU rr y!; 1 , i ,- , i I { ig �"• \.._ ..I .., j 7 _ "`"` e„.,,,, 0 l ` { i ' ,,' [ , i \ OL ASOR C `" 9.' rr, FINISH ELEV.� ,DRAI,�1 ^;\,. ._ °'.,--- -�_�� � j \� : i ��.W `,, �, �1 t 1 , � � C IPE r' EXISTING CONTOUR CENTER LINE t} PAD /45. � a • t 1 + �" t 3 d !C° \ i #,_ M y EXISTING ELEVATION FLOW LINE F,L. " M " " ' BFI✓ Y II�J. A k ' .. ` ,8 .. `^•a'"`a�'" .,_„ ,,.,, rj •�+; 1 �1 R CN % f \,., ,tea ( f t ✓7 .7 l 7 3j �1 �} PROPOSED ELEVATION PROPERTY LINE P ',., ,_.. °' j r' ,f �; ;, ✓; � i ;: j • , ¢ �' - A, "? ..:; \. � - ,. .ry,„,`... � } ` j t" f � A {? /r A. �. �`! r � � ( �; �' } 1 '' z PROPERTY LINE TOP OF WALL T' . .W H ki { f 'S,e r` ' ` _ , ', q t i � t , ` 4 �} 4? 7A �? � , _�.. ' 7 _. `w„ _ m_ ?�,r' 3` # t w Q P�W.• j° € FILL SLOPE BANK BOTTOM OF WALL B, W. f / r ,.'^u ! r f IQ" e 1 r r \. `, } � � BW r__ y� " \' t \ °\„ w, / g 3 ! g 1 r � /y � r • ;� I ._,I._.___. 1-' (A'1 , 1 1 ✓ J / f lJ i q j CUT SLOPE BANK { ®: #' ✓ '� 1 1 f 1 'c t 1 . 1 _,.. ,... l.. ".._. t . \ h \ y { , e. e ,• l�R i , f `S i x 'i DRAINAGE FLOWLINE L ,..°' ` ; , r" , # !' , ki / ' .f J 1 ,% ° r a 1 1 If ` Z. C RETAINING WALL -- t ,• 1 ` y DAYLIGHT LINES � t t 1 ° � ii . } 1 l ,.. , M' ` °... -`, A /•��` O` �\ v ,4 13 "$:5 -..,, ✓" 6 !L , a s i, C�" L PAD— /9.8 I _ R Dc11�B ' TiPi4.V ,SFoewslf r # 9 _J� �y/► I s s O S1, v' u " "Ilk 2 - 2 '` CON F 1 -. > _ 1 _.. -,,. - i r,,.°..s' _.,,., e # ( ! - , •, _. E ELEC AND Q ` t _ r I. L °^ t, NI NE ( 4 I A.w ,, t 0. t ` I l I t ' f f """. 1 ( " '' " e �?, d / ( i 1 +€ ' O t, at RE / p ? 1 r _ '� 1 e �\ '•`,.. _^', ,A I ) , ,- t € 1. 5 e ' ` y ,.. X� f it t .I- !r �l.. - �' 1 - - l r- A i c I � �.8 i �' I t 1w4 � .., r. 7 , r � , ,. , . ,r '.�- - - 2 _ .. _ , q ,� � ", ,� i7r 4D 0 4c f \ � , '20 I r �`° --M a �,.. � T /26:.7 ALL r R C� .; ,✓ a ,t ,` ..:. / # r r , .. } , I r "�," , ., - ` L 11 ___. tb ; -• i ;.. - „_ t 1 r d ; _ ;” Scale 1 40 ft �p + 1. F. 14 ,.._- 9 1 : �; _. ,�'� r 1 i ? •,, tAS F !"�` ' " ''...- •'� ... _ ,._, _,:,, . -_ .,.„. ✓" .. .,. -' .'' / :. 1 � 4 � � �_ -_ .,,._ _" / x, r 1� V, r ' l 4 : Yh. C `.r,ry:"�' ,. j f . .C.. ._T ,,.. n. �. .: . <' .,_ `_ �^ , ✓ ,.' f f' ; } � , I � N - _" - -- � •' -x ' •, .+'`• i � ,. jq y _... -LET 1 �` , 1 v t f , / ,' _- U, __ , E � f I E ttP.1� - z -1a' a+ t .. 1 ,! ; "', (py % ....✓•^ °"� ,.. ` d P AD = ` t'. `` aP ✓ ° c — 759..9 i h T, 'Aq a L 9 —11 q0 / ..T- - - -- _ p J , , fey -/ .. r' 6i - t} — 184.7 co ECT C ANYON } �i j r I \ �ti � Say � P .,, IN OR iT , a 15,0 fl F , \ CJ f , F j • r :' 1" , ?- \ `, 1 24 '' LINE TO B DITCH - B ' s , Bid S . F . • -• yy ii { \ t ' °' . 111 '" ✓ I ' r r , / \ O' _. .MQO TRANSITION. _ Lij fJ z � _ __ __ - r Ott. A L^, , ....... ....:__ ..•_.__.._,_.. .....,.""' i ` `---4"v..,- '__.._._' +.'N. i ' + T 5 ....'f f" - t' f PE7! OFFING; 5.1`NAF� , <,W lsY A.,;... w 3 --- ..._ - ,...,_._ _, -,..,r -. -- -'-" ✓ .r - +_ !_,, - w 4 t f� _. __ - J t TIE INTO EXIST. ADO 2F/'. W � . >rnY'S _. _ . -.V __ ___ ... -- � 7,. _.__ _ . u ". -- "" - -'" - � BROW DITCH W r w � ;� -'" _._ - RE SED P A b S �" ,t °.- �,. � a "Ot' SMOOTH TRANSITION - i 1532 �+ ' ' REVISIONS w APP OVER DATE REFERENCES DATEal, * � �`° T D. APPRO 1 °" ENGINEERING SERVICES DEPART D RAWING NO. __. ._ 1 VOID OLD SHEET AND Ir OC -0073 CHIS. SO. TOP OF HEADWALL PL ' S PREPA UNDER SUPERVISION OF RECOMMENDED APPROVED PAD GRADING PLANS FOR: ADQFD NEW SHEET FOR r W/ STEEL FN PST - SW COR. INT. OF BY , , rw. ._T h3Y: ? 4. M a T �� B Aft C RADIhIf -` ' EL CAMINO DEL NORTE AND RANCHO SANTA HORIZONTAL 1 " =40' // DATE: -- - - -- - -- — FE ROAD. 23 WEST OF RANCHO SANTA v 13035 ®Cfl9YGE so.w /izEVrs , R.C.E. NO, �� _ BA 0 WOOD "VISTA . FE AND 60 SOUTH OF EL CAMINO DEL 39726 DATE. +I ".�./� _., .DATE: P9r _`' �`� __._. NORTE CENTERLINES. VERTICAL _ N A EN ER 0o Dwv Rk� BaoaoArcN ° , .. ? .. I Tg DATUM: U.S.C. & G.S. t DOUGLAS E. LOGAN EXP. 1� 31 -97 COI Ir ooh 7E NCI C I? Y . OF Elylfll ,I ITQ� TI1<q �F� _ � � � � � — HE ET OF 5 ,- o o, n+ ti+,1N rtl; .. ` JI{ , 'r, ,, .IV ,.'I,J, I "'_ 5 ._.. .. ..,. . .... ., ..._.§,. C1 t C5! 0 C9I _ .. _... - j I . I � I 'q fi { �_. .- a -- - -'+ � _�-.t- ._may_.... -- dam_- _---_� : . t jjf , + l` i , '. - . - _._..�__.�,_L_. i- _.�....___, � -- _. -,L.- } � _...__ -.- � .. t -. Liu_ _ ... -2 -._ �. a •..4 4 s 4 a k , , ; , , : , s . "�' : s : r f _ '- t t -'_ _ _ _ _ -J - -;....L. : T { , 3 S j ! _ d I , I A 00 , I t I , € ; 3 i �I 1 -� - +i, /v F CU 5d § { k vs i 3 t i i 4 : ; '. i I I ! i N i z , � G N t I nsu - r a - _ _ .. - - - -- ,� ; C EVR N: C4 { a cv F - - p I _ ea + ,•- �- '. � ! I i �.- � _ a :_ P _ , _ � -_ 1 , 0 . C P M NT § I .- : R -a PIV� - ' I , : O C7 :... , i �. ! , I : I '; i _.� 1 I I : ; I 1 1 + § -i 9 ' !I ._ �.. � a[! ;. - pY ,. I _.¢ _ _. O- M _rt9C1 n N s : + r I t o w n c i _ _ LE 1 8.4 ,. ,�...,,,,..a,..,,...,�.M._ _ _,..a -..._ _ r .- ;6,.._.._ 4 � ; : i n. .- : : �• ; i gg : t : i J - ay," 'Q'n -, m f _N a .. }g- i I i s R p II 11: ►- - 01 �, 8 I i n r ADDED THIS NEW ONE. -- SW � _ _ o i t a II i k 9 1 w. 1 �} N a + a- § P n a + p P 1 5 ox 1 T SGf. 1f3, �" E- o CU�28 C O.9 5 :. ^ (I!} y � . � 7 FRQFIL 13 11 Rtltu MR I j o c II c.l .a I � _ �- _ � _I ye�� : 1 I ".. sH J. -6 t _ _- i l � . � S li E (�, _ rn! r l¢ If ] 1. f n ( ! { ;/gyp 4 ( _ �- 1 p V /w ({ }� XP 1 ,,,.... ......._ /l1 T._,. G 0 ':N E j , {...... �P- . -r -_� S I 1 1 N V , V �1 r } Y n JL t i L t t - w y y � a. 447 ,�/{�a `.•; f I , r ' __,:__.._m Elst6.4 I IT , s 4 , { t , 1 I 7 , - a , s [ I t , , , 7 +00% 1 +00 9+00 10+00 11 12 +D�} 1 3+00 14+00 15+00 16 +00 17 +00 3 CONT NOTE- BEGINNING STA. 10 +00.00 AND ENDING 0 STA. 16 +00.00 - INSTALL CHEVRONS PER S DETAIL ON SHEET No. 2 (NORTH SiDE ONLY. Qq LINE DATA TABLE ,< a NUMBER BEARING DISTANCE ` y � 5� P 19 L1 S 5 W '132,(10° 3 � C? ( - L2 N 53 °5600" E 232,0 ®. \ p L3 0 j `` S "� N 14 °4559 E 19.36' \ 8 LOT �T � " »._ � � � L4 N 14 45 59 "' E 0.52 �� J ��°� ��4 � 6° 9 ,, h ' _ _... F� L5 N 5,3 00 " E 232.00 A � � � { � � D' � � L6 N 71'56'00" E 40.00' as 1 t i § ca - "F i \ w r' Q ��I ` O ct -, � .; _t , � V a- .,- ..,.,� ( 5 � � , It °° r _ ® •• 'ti `'.`_ h � � �.y CURVE DATA TABLE y �' c j� a„ �y 1 1 ,i CURVE d q s °", `,,. ..._- ..,-.. ,�,., A a "1 . '" ,�' / , x , f �_ ®- l t "t 1 i y l I �, - ^,.` ^,'� f 1 r e I,lMP (� „„� .A� a,p w.,,4�4' ? , ,` { i' :I t ti *, ', LLi } `} �+ 't d d o fir'y - _ 9' � R 11 R ' L 'S/ ib rY " 'C, N !'* L 1 r' ' r + ,.",> 1 { e}+6'S}0 _a.a ,54' --I--,-- r _ - - , u � �� t :.✓ � F, ...,;;,," � 1 1 W03' 4 0 2.00 i { 36 13 3.73 i !Y STRUCT HO SET L C n-ER P.C. W/ J 1 PERf G -7 % , {4 : E w r w Ir" " r COURSE 6R9ED NC EIE) // I` { � j - «.'�° 3' y 1 U `T d " , . . , ,> �' %. y a E` I f ..""'^. � 2 4 .rib 52 4'02.!:10 1 - 75.27 � (20' g G' 6" °. -,�- _ INSTALL STOP SIGN 4 0C 00 8€ . 7� 9 CONSTRUCT 6 E C t �.:. `° `pp _ 00 1 „1. 9. 7 wf.- iEGENO (30" -1 L G s T�V,._,,,_. o POINT CURB RETURN AC BERM G -5 { ca °' - ry 7 1� 15'1 162,00 48.78 { } �� �,' cRADD,r` 0b i f ^ �.._.►0._.,.._..._ ' - -.�.,, „, �„ .� y ^ ,° 1 ; R E OPENING- CONSTRUCT {` 3 ' _„ m - - - -- - - z j MOTH CONIC. TRANSITION TO °; i 8L4 _ ; fSE 5 FROM CURB OPENING. C:8 45 °08'5 28. 22,06 � ` � " "- , �.0 -- ,1 ,� F " � � ��. >, L ,r' p ...,«.«.. ..M,., } .. r' { N I ✓ X ? !_,; . x ° 1 RADING PLAN DRAIN 6 27 52 ° 40,00 199.99 ` - I -75). C10 67'17'17 2$.00 32°88 „r'. aD�O,. ,. »r :v InrO DRAT AGE(IM V�M- ._ L w F .. r t 3r f .. ^. ., I " , f CON U TE PEEt f T1 C1 1 11 "16 49 138,00 27,17 ._` w' "_ _ �L ,' 1 z r GR ING STA 11 +0000 wb. L, STA. 8 +86.10 BAYW00 VI TA CT. r" C 3 ' d ( 3q PRIVATE C12 54 00 00" 212.00 199.81 PROPOSED 7 PRIYA ,r C S "'� > ,r „�, � , ' -` ,.. _� -, �..' ,.- pt c� d� �, ,. � (Sptr. 3 fi t.)/ 1 ---" G � __ �'` ` '' '�'`�r C13 24'3 '3 3 0 1 6 . ." R ET. . „° C5 / We > 0PO5E0 PRIVATE Q Q � 6 7$ 0 62 3 - ;5 t DRAINAGE EASEMENT. " _ , _,. _ DRAINAGE EASEMENT »_� +2.87 2' f - , STA. 8 +85. 13TH S >r =- ^� � -�-•-- IK ' �' { � ! . ell 90 @@oqSlr9@" STA. 10 +89.18 T `� - - -. - -_ - URB. T '' oo - " f L�1 " SET MONUMENT (PER - O) • u .r - - z - ° g + g C17 109'33'52 30.00 57.37 ° - 1 / 9 b ° _ W • C 1 8 85 °07'54" 30.00 44.57 v�i��a t - Ch Z f • C1 47°49'13°. 378 °00 51.59 C20 O2m07'59 402,00 14.97 ° l LLJ C21 13 °31'16" 390.00 92.03 �� �° - f '` l C2 4O`15'50" 390.40 274.07 STREET ExaS1. EASEMENT FOR SEWER. WATER -- d C VACAT s AND STORM DRAIN PER OOC. No. 89- 084894, - ( J 023 54°00'00" 200 °40 188.50 , O C24 36 °00'00 150.00 94,20 PROPOSED 40' PRIVATE ROAD AND PUBLIC UTILITIES, SEWER AND WATER EASEMENT u � AC BERM PER G -5 `� � ` ,�. � bi 8 !VISION BOUNDAR 8 " A e T < S 70`7(735'27" '7(735'27" W ppOFESS� N OF EXIST. PUBLIC TIES EASEMENT PER *� cn C. No. 86- 237639 „ STA. 8 +94.78 "C" ST. C AS .EXP.1�231 -97 LfJ//2E/G'E E. COLE LIMIT OF SA VACATED- SOUTHWEST CORNER �, W ~ 680 R.O.W. OF SUBDIVISION. d '"7 CIVIL �t R %3 °O x06/77 LLJ Z \ ~' "CAMINO DEL RANCHO" A16 REVISIONS APPROVED DATE REFERENCES DATE R E ��T D .L.+ T.M.T. D.E:L " ` I 1 S ENGINEERING SERVICES DEPARTMENT DRAWING N0. I ,�-_ - VOIDED OLD SH EET AND OC - 0073 CHIS, SQ. TOP OF HEADWALL P N PREP ED UNDER SUPERVISION OF RECOMMENDED APPROVED STREET IMPROVEMENT PLANS FAR; - _ W/ STEEL FN PST COR. INT. OF �5 .�� - EL CAMINO DEL NORTE AND RANCHO SANTA HORIZONTAL _ �O �l� �f9 f, ` FE ROAD. 23' WEST OF RANCHO SANTA DATE: .�.. 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