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1999-5992 G (Plans) GRADING NOTES NOTIFICATIONS LEGEND ESTIMATED QUANTITIES JTA STD. DM'G I. ALL WM WALL K GONE IN ACCORDANCE WITH THESE PUNS, THE STANDARD 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUC- SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION TURFS SHOWN ON THESE PUNS WERE OBTAINED BY A SEARCH OF AVAILABLE EXISTING CONTOUR 90 TOTAL RAM' CUT: (3300 CT SITE C7' /AL) STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL RECORDS. TO THE BEST OF OUR KNOWLEDGE HERE ARE NO EXISTING STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE UTILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER: FINISH CONTOUR x--10— TOTAL RAW FILL• (J500 C7' SITE FORM/NG)(3300 C`Y REMEDIAL) APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. EXISTING SPOT ELEVATION 93.4 HE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO NET IMPORT11XPORT: 0 CY* Z HE SOILS REPORT ENTITLED _PRELIM/ANARY GEOT ECHNICAL MWMGA77O PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK PROPOSED SPOT ELEVATION 3' •EARTHW►ORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING PREPARED BY OAST GEOTECWNICAL OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR PROPERTY LINE —_ _ _._ (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY DATED SHALL BE CONSIDERED AS A PART OF THIS GRADING PUN. VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCE- VARY DUE TO CHANGES IN SHRINKAGE OR SWELL FACTORS). ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS MENT OF WORK: DRAIN LINE (PVC 4', 6', B') AND SPECIFICATIONS CONTAINED IN S41D REPORT. 3. APPROVAL OF HIS PUN ODES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION, A.- SEWERS CARDIFF SANITATION DIST. (760) 633- 2770 4" LANDSCAPE AREA DRAIN AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET B: GAS AND ELECTRIC S.D.G. &E (800) 422 -4133 BROOKS lx13" CATCH BASIN W/GRATE ml RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUCTION WITH IMPROVEMENT PUNS. C: WATER OLIVENHA MUM. WAT DIST. (760) 753 -6466 16" BROOKS BOX WI-GRATE [3 LEGAL DESCRIPTION 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. D. TELEPHONE PAC BELL (800) 489 -3441 TYPE 'A' CURB OUTLET D -25 �6d LOT 5, MAP 13566, CITY OF ENCINITAS, COUNTY OF SAN DIEGO 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT E: CABLE TV — (800) 422 -4133 APN: 264- 241 -12 ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DRAINAGE SCALE OR DIRECTION OF FLOW -- DESTROYED SHALL BE REPLACED OR REPAIRED TO EXISTING CONDITIONS PRIOR , TO GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO DRIVEWAY CENTERUNE — SITE ADDRESS BEGINNING ANY WORK ON HIS PROJECT. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK PHONE: (760) 633 -2770. WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED P.C.C. DRIVEWAY ARROW 0-140 BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOflCE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF BUILDING RETAINING WALL (PER STRUC) 3461 CABLE MARGARITA 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. ENCINITAS, CA DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING BUILDING LIMITS TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULA TIONS. EXISTING 1' WATER SERVICE AND LATERAL -® So GRADING AND EQUIPMENT OPERATING WITHIN ONE - HALF (1%2) MILE OF A EROSION CONTROL NOTES OWNER INFORMATION STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE EXISTING 4' SEWER LATERAL S HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS. 1. NV CASE EMERGENCY WORK IS REQUIRED, CONTACT CHUCK JACKSON EXISTING SOG R E ELECTRICAL-LATERAL E ROOM J ,gyp pJ Ate AT (760 744 -6014 !. NO GRADING OPERATIONS SHALL CCAWKE UNTIL A PREGRAD/NG MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, Z EQUIPMENT AND WORKERS FOR EMEIGENCY WORK SHALL BE MADE AVAILABLE DAYLIGHT LIVE ENCINITAS, 571 CREST DRIVE ENCINITAS, CA 92024 CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND PERMITTEE. THE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS PREGRAOE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE SANDBAGS, STACKED 2 HIGH IN ADVANCE BY CALLING (760) 633 -2770. RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSD EVIATTONS: CONSTRUCTION SITE WITHIN THIS PROJECT, THE DEVELOPER SHALL SUBMIT TO 3 ' ©�� SHOW � �� SHALL NOT BE MOM OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. HP - HIGH POINT AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTS THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIRE- 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO I.E. - INVERT ELEVATION MENTS HE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH OPERATION. RUN -OFF PRODUCING RAINFALL. FF - FINISHED FLOOR 11. UPON FINAL COMPLETION OF THE WORK UNDER HE GRADING PERMIT BUT PRIOR 5. THE CONTRACTOR SHALL INSTALL ADOM NAL EROSION CONTROL MEASURES AS T O F I N A L GRADING APPROVAL A N D / O R F I N A L R E L E A S E OF S E C U R I T Y , AN MAY BE R E Q U I R E D BY T H E CITY E N G I N E E R DUE T O I N C O M P L E T E GRADING CAL L E N A M O A M I T A ( P R 1 V A TAE ) AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. VI CINITY A M P SIT PERMIT NO. 5992 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY me FL � t>«firtKtl A.C. sRX NO SCALE GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED ' OLIVENHAIN UOLE LL SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. WATERS CREATE A HAZARDOUS CONDITION. 12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING r /vr rp �IGNt•- Of - W9tY/ ' OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXCAVATION, PLAN SHALL BE INCORPORATED HEREON. ' RANCH RD ACCESS EASfA*ENT LOW PLACEMENT, AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF . - .,. or Go ammmomme CAUE *4WA TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN DETERMINE HE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF AWAY FROM HE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY GRADING OPERATIONS, HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE I • PVC CAP SX MADE BY HIM OR UNDER HIS SUPERVISION AND THAT, IN HIS OPINION, ALL !. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE lSr9fEr 64AvC • EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORCANDE WITH END OF EACH WORKING DAY WHEN HE FIVE ( 5) DAY RAIN PROBABILITY O v r wE/Svre 45' ' ) d PVC THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS CL AND EXCAVATIONS ARE ACCEPTABLE FOR HEIR INTENDED USE. SHALL BE REMOVED AFTER EACH RAINFALL PLA N 13. HE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE ROB PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT /VC EXISTING A.C. PFRIV I PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF 4' MIJV COVER DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. CONSERVATION. 1 4. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL - -- '_ - � ONS. ALL VEGETABLE - BE #4 ACCRDANCE WITH MATTER PLA OBJECT IONABLE MATERIAL BE BY THE CONTRACTOR SOILS ENGINEER CERTIFICATE CORE —DRILL OR —.! �:... 3` FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL RE-FORM A. C BERM AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF SIX INCHES AND R ifARK BURW£LL A REGISTERED CIVIL ENGINEER IN THE STATE' OF CALIFORNIA, SECTION A SECTION B — B THEN COMPACTED TO A MINIMUM OF 90 PERCENT (90X). IT SHALL BE THE AND I VITHAYA SINGHANET PRINCIPALLY DOING BUSINESS IN THE FIELD CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE OF APPLIED SOILMECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. THE SOIL CONDI PREVALENT WHIN THIS SITE WAS MADE BY ME OR UNDER J��� /� 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO ONE COMPLETE OF THE THE SOILS REPOR9 ED 9 THIS STUDY, M I I MAN/FOLD DRAW (x6) PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY y0 WALE EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PUNTED, AND TRIMMED ENGINEER. FURTHERMORE I HAVE REVIEWED THESE GRADING PLANS AND CERTI 10 �/ AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PRO ��' CONDITION. ALL STONES, ROOTS, AND OTHER WASTE MATTER EXPOSED. OR HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. \ � �' BURy,F C�0 EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED r SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES n SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. SXWED: DATE; v DECLARATION OF RESPONSIBLE CHARGE 16. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED, OR OTHERWISE DISPOSED OF OFF THE SITE BY HE MARK BURWELL, C.E.G. 2109 CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A EXPIRATION DATE: 05 -31 -2000 q FAINC G� �P log NEAT AND FINISHED APPEARANCE, FREE FROM UNSIGHTLY DEER /S. APPROVAL pQ� /HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS PROJECT; 4 OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER HE DESIGN OF THE AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. �pF P - S�N �tiq� PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS DATE: Q �y , F CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ,�•N� c� 2 I UNDERSTAND THAT HE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS !� NHAYA SiNGNANET, R.G.E. 782 w 782 [ BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT < d EXPIRATION DATE: 12 - - 2001 cr_ EXP. 12-31 -01 x RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT 0 WNER S CER TI Fl CA TION s �ko O . P. �GPv ,� DESIGN. CHN ��' 7j CIVit- !� WE HEREBY CERTIFY HAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS q �4F CA��F�P� _g 6!•��F BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY, RC£ NO: 5;047327 AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. EXPIRATION DATE: 12 -31 -99 v� �r 6 CARDIFF SANITATION DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT 90 57 CREST DRIVE AND JA ARDECKY PRINT NAME ME TrimDimensional Lin lneerfn Inc. 37 �/J ENC/NITAS, CA 92024 BY BY - -' ^ ENGINEER 1 N G o P L A N N I © 8 U R Y �f88S3 I N 0 0 DATE 8•S• 91 DATE -►TE I'A ft P.O. BOX 791 POWAY, CA 92474 (619)748 -8333 FAX (OW748 - 8412 SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT nESI� BY DRAJ �►+E BY APPROVALS CITY OF ENCINITAS ENGINEERING P I G DE ARTMENT DRAWING NO, RZ VISE VUlW 6t/ At7V IL CHISELED SO TOP HEADWALL MARKED W /STEEL 7 DATEi , 7 PLANS PREPARED UNDER THE SUPERVISION OF REC ED l ,Y� AP VE GRADING PLAN FOR( FENCE POST AT SW CORNER INTERSECTION OF 1' -20' � ��K a CANINO DEL NORM ! RANCHO SANTA FE MOULD, FATAL BY `' BY � - ARDECKY RESIDENCE G �' I �F' M ,RTF a IflA MME / 5992 f� R.M No. EXP. C0473Z7 f2 -3f -99 !� -�f -9'� LOT 5, MAP 13566 ELEV. 119.476 MSL ERNEST K GRABBE, DATE SAM WORK PROJECT NO.s TM -97 -100 SHEET 1 OF 3 i SITE DA i •- " "' t. ASSESSOR'S FARCE 204-10-12 PER SWET f Or 3 taw L SITE AREA: 302 ACRES, 131,401 SOFT. CROSS I ' ' i J. SITE AREA: 2.03 ACRES, 127,477 SOFT. NET I 4. TOTAL PAVED AREA: 4,324 Sr (EXCLUDING BUILDINGS) 3 •Op 13 MISTLIRBED AREA: 32,3W SOFT. ( N � .11 N o N o TF 4 -' EARTH WORK DATA I _ 4. 1. TOTAL RAW CUT. 3300 CT I I SITE F too Cr REMEDIAL• 3300 CY LOT 4, MAP 135 ?. TOTAL RAW FILL: 3300 CY I � 3g, 2 9 ) I 4` t ?' S1TE FORMING: 200 CY RELIED /AL• 3.300 CY � ' i le • 0 3. NET IMPORT /EXPORT: 0 CY f 6 4' - 21' ` �dow RIM 4. o I r. { 186• � � E. 22.74 SPA dow SEMENT FOR THE mom �� , RESERVA770 OF S 326 32A 9 I LOPES PER OAP 13 6 ` RIM 324.25 ` PVC 1% I EXIS FYW r SEDER 1. E. 322.23�,� RIM 32 .60 i PER DWG CS -249 / 1. E. 2 51 Z FH N 1 r .•. PER fNClIV1TAS DWG 5259-0 8' PVC - 3' i 110 � rF I 79 ' 2 �� � ` '0 �i " 5.0 1. _.: •.:. 324 � � � -., -- _ S / 1. 322 27 all EX SEWER LATERAL PER ENCINITAS DWG CS 249 ' .� ELEV AT LATERAL = 314.5* , •, '�' L 1.09 1" EX. r A.C. DME PER •' • ' . ~� y i : w I IMIN/TAS DWG 3259 P OF �Pf' .� ; • • ; -., ° o 1` PVC - se • 1W ` t ' P�sEn RESIDENCE . . ' 31 01SIPM WNFA LE ' t A ' • FF ELEV 325.5 - AD ELEV 324.8 r PVC - S2' • 4.4W RIM J24. RIM 324.30 j . • ` 1. . 1. I o 00 t I.E. 321.67 / 1 . 322.33 j RIM 3.60 MOTE 1 i F • � ` ` •. LE. ? ?. 75 \ I \ Rt �, :... LE. 319•'.!7 s 4.6 w N \ I WESTE r OF OPEN CE SEMENT TO SURE PROVAL OF \ EXISTM PER WG ` .2 .. • 323' HP ° ���a' I TECHNICAL S PORT P DOC. NO. l 32 42 \ 85- ,3895 RECORDED 1/3 5. EASEMENT 1 Q' I t EXTENDS - EASTERLY TO ONE J ROAD. \ • % GARAGE e FF 325.5- /'� \ • PAD 324.8 1.E. 321.27 S?•��\ ..SF J 24' €XISTWO A.C. ROAD , Q� RN X 00 E) 2.19 i 1 (40. r SOGE &E t D114487 .23 RIM 324.50 , dow 288 ' LE 320.92 �� 9 9 . x 3� 3Z ,p6 ~� � dow P.C.C. DRIVEWAY ARROW S'� 2 . PER S D.R.S D. G14 - RE. • 13.39 g • 4 � \�� �f0 + _ C 6 N ACCE550RY STRUCTURE (UNIT) 5. ,�p �c'p � ` •- RIM 324, FF ELEV 325.5 \ NP EXISTING 32' PRIVATE , � LE. 320.05 PAD ELEV 324.4 \ \r Zp' �' ROAD EASEMENT 1 `�i © • E ' � PER MAP NO. 13566 1 JAW N � Too dow 8' PVC - 30' • 1& 7% � (' \ NOTE © "� r ' 4101100 mom S;E O!'t�tli. •C • SlfEit 1 - � �� •t•tt V 4 36 e� ' TOP OF SLOPE �� dolp ti t � LE. 321.0 4 EX. GRAD£ i X 324.70 w t y � 1 ' I.E. 0.45 W N r t � , , J _ N +► t w 6' t I I 1E1 I I -i i w i SCALE: 1= 20' •! CI 1� ��► PAR L , PAS X4 C P.C.C. (2300) WITH �. 1 3 REBAR • 18 o.C.EW. EA ".\ 4 i _ill-' - = !1 4'• .. 1. TO BE CONSTRUCTED WHERE TOP OF SLOPE MEETS SITE PAD 4' CLASS -2 BASE MATERIAL �- III -1 I_I i t = I I - III -i i t III �1 I I =1 1 . 2. MAINTAIN MINIMUM FLOW SLOPE OF 1 l l l l 1 1 l 1 1 l 1 l i t l 1 l 1 1 l 1 l 1 1 l 1 l l I I I I I I I I I I I I I I I I { 12' RECOMPACTED NON - EXPANSIVE NATIVE MATERIAL TriwDimensional ee Inc. SECnONA - EARTHEN BERM AM SWALE ENGINEERS o PLAT 8 a a �Y0R8 s NO SCALE SEC 770/V B - P.C.C. ORIVEWA Y SECTJON NO SCALE P.O. BOX 791 POWAY, CA 92074 X6193748 -8333 FAX (M)74 BY CFEgCED G1�D BY DRAVN BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESt cW ,� CK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N❑, 99 Vl S9 0WIM PrAL 3 1 CHISELED SO TOP HEADWALL MARKED W /STEEL PLANS PREPARED UNDER THE SUPERVISION OF RECD ND AP ED GRADING PLAN FORT FENCE POST AT SW CORNER WTERSECTION OF HORIZONTAL 1 *w2W BY � _ � ARDECKY RESIDENCE S 9 9 2 - G 3 • w �' �A F E 1 t FE MUD, DATA' Bye 5. MAP 13566 SOUTH OF EL CA QO• A/i1V0 DEL MORTE CL VERTICAL MIA DATE - 's R.C.E. fa 0047327 600 11 R.�76 MR H. • GRABBE, JR. EXP. 12 -31 -99 DATE- �' •�' f� DATEi ' l WORK PROJECT NO. TM -97 -100 SHEET 2 OF 5 •- ro Now o � top GOP too � N to 0 i fV 1'0 0 �r ar l 2 60 1 SANDBAGS w 0 (TYPICAL) 326 1 1 ' 4?9 1 P ED PE NDSCAPE LA ` OR 1 ` !M EIA LY GRADING 1 i ' N W Q' ° o 1 I �too 1 SLOPE MUST BE HYDOSEEDED OR PLANTED PER LANDSCAPE PLAN 1 IMMEDIATELY AFTER GRADING / SAND STACKED N r �. .r .. 4ow op now 140000D t 40w 400 dow 401 _ v ..+ , w < < l 1 p l ...►l J .1 1 ...�,r j 3 1 o N SCALE: 1 = 20' 'OF - CAEAF • V NOTE: SEE SHEET 1 FOR EROSION CONTROL NOTES TrIwDim enstonal Lin lneerin Inc. � ENO N E E R 8 O P L A N N E 8 O 8 U R E Y O R 0 P.O. BOX 791 POWAY, CA 92074 (619)748 -8333 FAX (OW748 -8412 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT °ESKM BY DR AM BY CHECKED BY Em iw APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z1 CHISELED SO TOP HEADWALL MARKED WOSTEEL PLANS PREPARED UNDER THE SUPERVISION OF RECD DE AP VED GRADING PLAN FOR: d FENCf POST AT SW CORNER N+ITERSECTION OF W EL CAM/NO DEL NORTE t RANCHO SANTA FE WAD, 1'= 2 3' WEST OF RANCHO SANTA FE RD CL & DATE: e,� B ARDECKY RESIDENCE 5992-G 60' SOUTH OF EL CAMPNO DEL NORTE CL VERTICAL MIA DATE �� _ R.C.E. N0. 0047327 ELEV.- 11D.476 Mst ERNEST H. GRABBE, JR. EXP, 12 -31 -9s DATE ____ �� S' DAZE: �i �1 - 4� LOT 5, MAP 13566 g WORK PROJECT NO. TM -97 -100 SHEET 3 OF 3