Loading...
1998-5518 G (Plans) GRADING NOTES: EROSION CONTROL: NOTIFICATIONS: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT____- ____ O 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN ___DANIEL MCROSKEY ....... AT (PHONE) STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL EXISTING UTILITIES EXCEPT AS SHOWN ON THIS PLAN, HOWEVER: F1 �Nq THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY 15 ) . ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON REQUEST FOR INSPECTION. Tq t0/y G OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 9 0 v 2. THE SOILS REPORT TITLED __PRELIMINARY SOILS IN FOR OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK l� P� JACk RAM R OG b PROPOSED_ SINGLE FAMILY DWELLING. LOT NO_ 10 OF WILDFLOWER ESTATES SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT EN CA BY _____NORTH COUNTY COMPACTION APPROVAL OF THE ENGINEERING INSPECTOR. OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, ENG_INEERI DATED - ___ 26, 19 VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO COMMENCEMENT OF WORK: 9` a SHALL BE CONSIDERED AS PART OF THE GRADING PLAN. ALL GRADING WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH �LfT RIDGE 2'�` SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND RUN OFF PRODUCING RAINFALL. 2. FOR ANY QUESTIONS REGARDING THE MARK -OUT OF UNDERGROUND �P SPECIFICATIONS CONTAINED IN SAID REPORT. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY u1 AC COMPANY: �� � 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN i � LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR MAY ARISE, CARDIFF SANITARY DISTRICT (800) 422 -4133 5 THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SAN DIEGO GAS & ELECTRIC (800) 422 -4133 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED GRADING. WATERS CREATE A HAZARDOUS CONDITION. OLIVENHAIN MUNICIPAL WATER DISTRICT 753 -6466 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED PACIFIC BELL (800) 422 -4133 N PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING GRADING PLAN SHALL BE INCORPORATED HEREON. DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION S. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY DIMENSION CABLE (800) 422 -4133 VICINITY MAP _ EXISTING PRIOR TO GRADING. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. NO SCALE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 9 ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER 633 -2770. SURVEYOR. DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. STANDARDS, LAWS AND REGULATIONS. NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND OWNER'S CERTIFICATE: 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN OF CONSERVATION. THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST AND CITY RECOGNIZED HOLIDAYS. HAS B�EN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING AND AC}VISEl THE COMPACTION AND STABILITY OF THE SITE. MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: VI R ON M EN TAL NOTES: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED D EL ROWSKEY WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633- 2131 PALOMAR AIRPORT ROAD, CARLSBAD, CA 92009 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS - _2 :1 2770. (EXCLUDING EXISTING MAN MADE 2:1 SLOPES). - 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS __$'� AND THE MAXIMUM PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER HYDROSEED MATERIALS VERTICAL HEIGHT OF FILL SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL IN THE ABSENCE OF INFORMATION TO THE CONTRARY, THE HYDROSEED MIX 3. A.) AVERAGE DEPTH = REGARDS TO THE HAULING OPERATION. SOILS ENGINEER VOLUME OF CUT (Cu. Ft.) _ 1 5 _ CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH S STATEMEN T: AND APPLICATION RATES SHALL BE A MIX OF ALL OF THE FOLLOWING: OF CUT AREA OF CUT (Sq. Ft.) 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT B.) AVERAGE DEPTH = VOLUME OF FILL (Cu. Ft.) _ 1 .65 BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF I, __Q� E___R._ AE6[ /- _______________ -__ A REGISTERED 1. ZORRO FESCUE, 20 LBS. PER ACRE. OF FILL AREA OF FILL (Sq. Ft.) SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING 2. ROSE CLOVER, 20 LBS PER ACRE. GRADING UNDER PERMIT NO. 5518 -G HAS BEEN PERFORMED IN SUBSTANTIAL BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS 3. AMMONIUM PHOSPHATE SULPHATE (16 -20 -0) WITH 15% SULPHUR, SLOW ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF RELEASE 1000 LBS. PER ACRE. LEGAL DESCRIPTION: DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH -__ AND Jf�NE ?1e��s� , ONE COMPLETE COPY GRADING OPERATIONS. OF SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, 4. WOOD FIBER MULCH, 2000 LBS. PER ACRE. LOT 10 MAP 12882 12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE 5. WATER FOR SLURRY, QUANTITY AND RATIO OF WATER TO OTHER MATERIALS EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFI SHOULD BE LEFT TO THE APPLICATOR, THE MIXTURE OR RATE OF OWNER f PERMITTEE: COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED Q �ST APPLICATION SHOULD NOT BE AS SUCH TO CAUSE EROSION AND NO RUNOFF �,y AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON pDG SHOULD OCCUR. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS ,, nn // g'� �.y DANIEL KEY AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN SIGNED: _- ____Ll DATE: JUL Y_2,LQ9$ 6. ALL SEED AND FERTILIZER MUST BE DELIVERED TO THE SITE IN UNBROKEN 6959 CA RNATIO N DRIVE HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ,+ iVO. � ' ' -2-1 BAGS. FERTILIZER AND SEED BAGS SHALL BE TAGGED AND LABELED AS CARLSBAD, CA. 92009 G.E. NO.: _ -_ 7/ �_______ __ oj REQUIRED BY STATE REGULATIONS. ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT EXPIRATION DATE: __x_ 30 _ _ Exp. ` - 0_O l ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED 7. THE SEEDS SHOULD BE INOCULATED WITH A BACTERIA THAT HELPS FIX US E. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO J? �rECt1N�P�Q NITROGEN. THE DEPARTMENT OF AGRICULTURE TAGS SHOULD BE CHECKED SITE ADDRESS. PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL 9jF OF CA FOR THIS PROCESS. LILAC SUMMIT CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR ENCINITAS, CA 92024 TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN EARTHWORK QUANTITIES. Ln co INSTALLED. DECLARATION OF RESPONSIBLE CHARGE: LEGEND: SYMBOL Ln 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND 1000 0) FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. CUT: --------- 1000 CUBIC YARDS N I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. ________ _ _ ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED PROPERTY LINE FILL: CUBIC YARDS THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 1000 0) BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS Q p,OFEssj ------------------- - - - - -- - PLACED. LOOSE FILL AND ALLUVIAL AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS SOILS SHALL BE REMOVED TO 4 �. `� EXISTING CONTOUR _ 27 _/ 60 PRIVATE ROAD AND PUBLIC UTILITY EASEMENT (0 SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE EXPORT: ___________________ CODE. s 0 ----- __ CUBIC YARDS ��° �° e SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS �,� ` CUT /FILL LINE - O F O - CL o OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO �`- N PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT Exp.5,30-00 NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES '� WITH SPECIFICATIONS. RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE MI. LINE ( �, ONLY. CALCULATED ON A THEORETICAL BASIS. ACTUAL < � .� - �� -- PROJECT DESIGN. OF C ALIF QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). 0 15. CUT AN FILL TO PRODUCE SMOOTH UNIFORM CROSS SECTIONS. THE �SLOPES CUT SLOPE (2:1 MAX.) -y- 4 1 12' 4, REFERENCE DRAWINGS: Uj OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT ___ _ _ _ -_ DATE: �_zy �� AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER KAMAL S. EI j R C.E. 48592 ° - - -- FILL SLOPE (2:1 MAX.) CITY OF ENCINITAS IMPROVEMENT PLAN NO. TM 88 -183, 0549 -R & CS144 N EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO EXP. 6/30/00 1 CITY OF ENCINITAS GRADING PLAN NO. 4778 - BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP ` FINISH CONTOUR 108 2• `V o OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING c GT� 2% 2% 04 ORDINANCE. DRAINAGE PIPE 2• w ryc�u� A C. STRUCTURAL SECTION �i�� 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL CATCH BASIN (12 "X12 ") N SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED ROLLED CURB- k 'ORTANT NOTICE v WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. BROW DITCH PER SDRSD D -75 m► -00. AND GUTTER (G -4) SECTION 4215/4217 OF THE GOVERNMENT APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE CODE REQUIRES A DIG ALERT IDENTIFICATION w SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY K & S ENGINEERING DRIVEWAY PER SDRSD G -14 NUMBER TO BE ISSUED BEFORE A z SUCH MATERIAL. Plannin Engineering Surve 'n LILAC SUMMIT - TYPICAL "PERMIT TO EXCAVATE" WILL BE VALID. U g 9 g g RETAINING WALL LESS THAN PER DWG. NO. TM 88 -183 0549 -R PER YOUR DIG ALERT I.D. NUMBER CALL ENCINITAS: FIRE PROTECTION OLIVENHAIN MONICIPAL WATER DIST. CARDIFF SANITATION DISTRICT 3' IN HEIGHT UNDERGROUND SERVICE ALERT <? NTS TOLL. FFEE i-100-422-4 REVIEWED BY: REVIEWED BY: REVIEWED BY: SANDBAGS 000 TWO WORKING DAYS BEFORE YOU DIG � I / (619296 -5565 7801 Mission Center Court, Suite 200 71 8 / 9 8 L f 7 J� �'�S� �C� B 5 - 9> � San Diego Ca. 92108 0 DATE DATE DATE REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT D ESIGNED BY: Y: CHECKED BY: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. c� PERM /T F-rNAI II" DESCRIPTION: COUNTY BENCH MARK NO. REVIEWED BY: PLANS PR7 1 -- UNDER SUPERVISION OF: RECOMMENED APP OVED OC 0073 -CHIS. SO IN TOP OF GRADING AND EROSION CONTROL PLAN FOR: HEADWALL. HORIZONTAL: N / A DATE � I OCADO S.W. CORNER EL CAMINO DEL NORTE BY: Y /W. BY: w WILDFLOWER ESTATES LOT 1 O 5 518 - G &RANCHO SANTA FE ROAD. VERTICAL: N A ' " �� 7 ZB- 9S R.C.E. NO. 5 'C� w RECORD FROM: C S.D VERTICAL CONTROL KAMAL S. IS 06 -30 -2000 DATE: DATE: ' MAP N O. 12882 ELLt 119.476 U.S.C. & G.S. DATE EXP. WORK PROJECT NO. SHEET OF Z Js Y ■ 477.00' , \ ; 4 NOt'40'36'E — -- ICY — } 358 i ? � EXIST. 20' EASEMENT IN FAVR OF \� 1OLIVENHAIN MUNICIPAL WATER,DISTRICT REC. 1- 31 -62, AS DOC NO. 1$553 s o tiv ` v lb I , i w �\\ OPEN SPACE EASEMENT ` ' i { t E 1 \ s ry�G � 1 PER MAP 12882 � f C-4 EXIST. 10" XC PER DRP�WING �V // Qa -� \� V V A 1 ' NO 4778 -G f DRAINAGE PIPES DATA NO. LENGTH SLOPE SIZE _ .L w. _. _ `; \ 21 /�\ / ^�'� �VF \ / \ � \� ♦ o 1 10 LF 2 % 4" PVC / ;I 2 42 LF 12.1% 4 PVC y \ • \ \ " '( , 1 \ `` r 3 35 LF 2 % 4 " PVC ' ``\ \ � / t8 ,'S°A� � � SjO,y�o►�''' `� \ �� ,\ \ \ t I � � 5 24 LF 2 % 4 PVC o j _ i 18 LF 2 % 4 PVC 6 28 LF 2 % 4 " PVC 7 22 LF 4 % 4" PVC r ( I t `\ \ \ ►A \ ,5 / y 6., , \ O s PVC �. \ 1 8 20 LF 2 % 6 t # I I \�2 . SS '~ • 1.9SG \ 9 20 LF 2 % 6" PVC � l't gZa�E \ � y 10 18 LF 2 % 4" P �o w t 11 28 LF 2 % 6 PVC 1 12 30 LF 2 % 4 " PVC © / 1 1 \�� 341.5 ,�� ..\. �t 14 17 LF 2 % 4" PVC so Lo 15 37 LF 2.8 % 4" \ y F / \ y0 \ \ eTG \ PVC \ j r \ 34 6LE \ o 16 43 LF 2 % 6" PVC 17 50 LF 2% 4 PVC ��I I i � V �� • 1 .,• 1.5 .` •ya ` L � g`LV 33 � `\ � f " E 45 LF 2 % 8" P 19 I I ? W \ 5i ♦ i LOT 1 4 4 8 LF 2% 4 PVC 0342.5 �` �kji ��G o / r € 20 47 LF 2 % 4" PVC �' \ l j 21 48 LF 2 % 8" PVC \ \ to 341.5 5 1 Z �\ \ \ 22 62 LF 2 % 8" PVC •342.5 4 \ � 1 \ \ f l 23 50 LF 2 % 4" -Jr PVC j 24 33 LF 3.1% 8 " PVC A^ ,t � 342.5 ��� O 9� \\ \ \ � J , j \ � � LOT 9 341 _ 342. I p � j � • � �' I � A � ,; � � \ �•, � ,� \ \ �; yo \ \, `. !t NOTE: EROSION CONTROL TO BE TWO SANDBAGS HIGH, 0 f 342. 3k \ N \ A / :/ \ \ � 1 ~ \ \ EXIST. OPEN SPACE EASEMENT PER MAP 12882 \ V A v A\ 3k I , ' �k19 A \ \ y I N 3411.15 ! � �k� k � ``\ � � ,,�` • • V, Sat ��` I V `� �': A ,, \ OPEN SPACE EASEMENT \ Conc. . V PER MAP 12882 , IN 3 40 GRAPHIC SCALE \ \ \, 0 10 20 40 IN FEET 1 inch 20 fL / \\ / 339.5 \. y l r i \ j { Cone. i fESS /q 33 Q �p \ yQ� S. ` \ �� �``� K &S ENGINEERING No. 49M Planning Engineering Surveying m \ EXIS PRIVATE ROAD EASEMENT PER \ ` 640 f/ yy DOC. 0. 1994-0161948 REC. �11 -94. 1 S 5 _ � _ 1 of Ca��{ �� ` (619)296 -5565 7801 Mission Center Court, Suite 200 � ' r ` ,i $11 «• � Nc� San Diego Ca. 92108 40 A>35� 6 gZ. r \ \ ! REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: DRA Y: I CHECKED APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. DESCRIPTION: COUNTY BENCH MARK N0. OC 0073 -CHIS. SO IN TOP OF PLANS P EPARE UNDER SUPERVISION OF: RECOMMENED APP VED - GRADING AND EROSION CONTROL PLAN FOR: HEADWALL. HORIZONTAL: 1"=20' n / DATE 7 Z 0 Locnno ": S.W. CORNER EL CAMINO DEL NORTE t BY: BY: v 5518— G & RANCHO SANTA FE ROAD. R.C.E. N0. 46592 WILDFLOWER ESTATES LOT 10 RECORD FROM: C.S.D VERTICAL CONTROL VERTICAL: N A BY: KAMAL S. S S� LEYt 119.476 U.S.C. & G.S. EXP. 06 -30 -2000 DATE: S 2� DATE: V �1 MAP NO. 12882 v WORK PROJECT N0. SHEET 2 OF 2 4 a