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1990-288 G (Plans) t1 =UD 4' �1C C� P7f3 R -i3-c � GRAD ING NOTES A. GENERAL C. GRADING E. EROSION CONTROL ENVIRONMENTAL REVIEW SLOPE RATIOS NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT - �I' CUT- 2:1 MAX. SLOPE �Ma�J AT (615) `1`x-1 - Z�"TtP (24 HR. PHONE) 1. EXCAVATION: CUT: 1 234 C,Y, FILL- 2:1 MAX. SLOPE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE doI CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FI LLS AND BACK FILLS AND THE AREA REGIONAL Ic0 S C.Y. EXCAVATION: FILL: - �1 12� C.Y. FILL: I � C.Y. - STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THERE - COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE FROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON THE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY IMPORT: 441 C.Y. WASTE/ MPORT 44 1 C.Y. A SEPARATE PERMIT MUST SPORT 0 C.Y. FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO BE OBTAINED FOR WASTE OR IMPORT AREA. TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION, AND THAT IN HIS FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS 2. STEEPEST EXISTING SLOPE (f) WHERE PROPOSED GRADING IS TO 2. THE SOILS REPORT TITLED PROJECT NO. 25E2B -891 PREPARED BY OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN EMINENT. OCCUR IS 9 x "SOIL TESTERS" 12 -19 -89 ( ) DATED SHALL BE CONSIDERED AS A PART ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS LEGAL D E S C R I P T I ON = • OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 3• MAXIMUM VERTICAL DEPTH OF CUT IS 6 . 5 FT. PARCEL 2 OF PARCEL MAP • THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED I N SAID REPORT. WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. MAXIMUM VERTICAL HEIGHT OF FILL I S 7 FT. 1 4 2 3 2 , CITY OF E N C I N I T A S . , 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCA VATED SURFACES TO 3 III (FT ) COUNTY OF SAN DIEG - L 4. VOLUME OF CUT 32,663 APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 3,25 AVERAGE DEPTH AREA OF CUT 10,050 (FT ) OF CUT (FT) OW E R / P E RM I T T E E : LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO EACH RUN-OFF PRODUCING RAINFALL. VOLUME OF FILL 45,241 (FT) - RAY" AND SUZANNE WALLET AREA OF FILL 12 926 FT OF FILL (FT) 3876 COPPER CREST RD, . THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 3.5 AVERAGE DEPTH ( ) DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL ENC I N I TAS , CA , 92024 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO ( 6 19 ) 753-2822 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL MAY ARISE. ASSESSOR S PARCEL NO, PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE ALL THE 264-22 EXISTING PRIOR TO GRADING. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND CONTRACTOR'S RESPONSIBILITY TO PLACE SPREAD WATER, AND COMPACT THE S I T E REPLACED B 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED Y A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. FILL IN STRICT ACCORDANCE WITH THE SPECIFICATIONS. GRADING PLAN SHALL BE INCORPORATED HEREON. o 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN I� 1Ula DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. pU$TY TRAIL �° C TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND N N AND REGULATIONS. TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE a ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN t^ 3�1M,f cc 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME FORECAST EXCEEDS FORTY PERCENT (407.). SILT AND OTHER DEBRIS .0 A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEM THE LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SHALL BE REMOVED AFTER EACH RAINFALL. W N HOUR OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS, AND ON SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. a- l r` CITY RECOGNIZED HOLIDAYS. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL EFFECTIVE COVERAGE OF GRADED SLOPES (907. COVERAGE) PRIOR TO BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND .. -, N O T I F I C A T I O N S NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT V I C I N i T Y MAP OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER OF CONSERVATION. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. a STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH 0 AVAIL- N O SCALE ABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING THOM. BROTHERS 2542 UTILITIES EXCEPT AS SHOWN ON THESE PLANS , HOWEVER: U; a THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY D LANDSCAPING LL MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LL z LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH _ RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID PLANS APPROVED BY THE CITY ENGINEER. U N (NEER. PLANS SHALL CONFORM TO THE SO I LS ENG NER OW S _ CERTIFICATE UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND C E R T I F I C A T E _I(WE) HEREBY CERTIFY THAT A REGiSTFAED SOILS ENGINEER OR GEOLOGIST W VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION IRRIGATION STANDARDS. N �l OR WILL BE RETAINED TO SUPERVISE OVER-ALL OR _ ., IIOIIIG ACTIVITY r OF COMMENCEMENT OF WORK: _ y �N G . L +"I �,, .7l REGISTERED CIVIL V I L ENG I NEER I C►� SMY;�A N THE STATE VISE ON THE C AND STAB Lt OF THIS SITE. 2 FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED iiu Z A. SEWERS CARDIFF SANITATION 944 -5030 PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE �._ ° ~- GRADED BETWEEN OCTOBER 1 AND APRIL 15. SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR ATE: B. GAS AND ELECTRIC S.D.G.dcE. 800- 422 -4133 UNDER MY DIRECTION BETWEEN THE DATES AND u C. WATER OLIVENHAIN WATER 7534466 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO DECLARATION OF RESPONSIBLE C{ -IAQ6E 2 c THE OFFICE OF THE CITY ENGINEER. FURTHERMORE D. TELEPHONE PACIFIC BELL 800 -422 -4133 RE, I HAVE REVIEWED 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF TIME C E. CABLE TV IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSION DIMENSION CABLE 721 -9000 NS Q THE GRADING PLANS AND SPECIFICATIONS. gsd CODE, AND THAT THE DESIGN IS CONSISTANT WITH CURRENT STANDARDS. 2 . CONTRACTOR SHALL NOTIFY THE C I T Y ENGINEER'S OFFICE 48 HOURS S IEp ; (� C • .S 71�. r ' �`'s I UNDERSTAND THAT THE (NECK OF C PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 619 THE PROJE T DRAWINGS AND SPECIFICATIONS C 944 5070. ( mo. 29,650 BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT U, R.C.E. NO: 2 I CO �O FwPIAFS RELIEVE ME, AS ENGINEER OF WOIRK, OF W RESPONSIBILITIES FOR PROJECT 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR I NSPEC -- 3 G _ \r�\ Cl \� DESIGN. u ENEFIT TION. PHONE: (619) 944 -5070. ALL WORK PERFORMED WITHOUT EXP. DATE: q �� OF CQL tFO�� OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL G RAD 1 P ' DATE: N -81TD LANS «�G�t: REVIEWED BY CFNRLES P DUN1ilW RCE 11069 EXPIRES 4.8-01 i U SOUTHBAY CONSULTING ENGINEERS COMMUN DEVELOPMENT 952 POSTAL WAY SUITE 12 a V� �EGI.a.Fz,4 !h�,�U�o .-�.� GRADING SHALL BE SUPERVISED BY A REGISTERED CIVIL ENGINEER 1 h , tX r y� 4, x CA . LL BY: DATE: fl ►c � PM I�°'fU �A� LDG * �_] -6- ,, V I STA, 920 Li _9" NA L L E T Q E S I D E NCE 619 -726 -8420 2 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL D I S T R I C T APP ROVALS f T Y OP E N O I N I T A S PUBLIC WORKS DEPARTMENT DRAWING NO. 21 1 u ASSUME ELEVATION OF 100.00' PLANS PREPARED UNDER SUPERVISION OF RECOMAE DED APP ED r GRADING PLAN FOR TOP OF N.W. PROP HORIZONTAL - PROPERTY CORNER �¢ u4_ DATE ii - %s -yo BY: BY:� �. (1" sTL PIPE) AYMON AND SUZANNE MALLET 0288 6 iic`t G ROB T A. WARREN VERTICAL RX.E:.NO.� DATE: X.2, f? - 5 CITY ENGINEER ENGINEER EXP. 2•B•91 R C F DATE: q!' R,G -E: WORK PROJECT NO. SHEET OF f1Fy 4' ll7 i1 -13�io EXIST GROUND..._ 1 2• 4.l�t.IME L6LY• '/ .00 LEGEND Top �� sue° e � LEGAL DESCRIPTION= A QIzoQ'�- 2 _ _ _7dE CUT SLOPE (2: I II � PARCEL 2 OF PARCEL MAP r - - - - PP PAD 1 f 0 MIN _,.� - 14 2 3 2 CITY OF ENC I N I TAS , / N 0 0" - 4.1 FILL SLOPE C2' I Y�tAX) O 'NATURAL GROUND -- _ - -- SECTION A -A �* COUNTY OF SAN D I EGO /` q 0� a� °� �0" f a nc)•o3 ° EXIST. CONTOUR . MIN O o �_ C5> o� i FINISH CONTOUR T WNER / PERM I T TEE = 0O S� n N. - -- DIRECTION OF FLOW ^ •�� ,, 4' SECTION B B RAYMON AND SUZANNE HALLET I /N t� ,,• .. EARTHEN DRAINAGE SW ALE, 12' DEEP N. s 3876 COPPER CREST RD. P" �f — 1/ N r a ENC I N I TAS , CA • 92024 "=° "`� P/L -o' bllN. PPAD �5 t 1 (619) 753 -2822 1 c. I/ r ASSESSOR'S PARCEL NO. 1 �. _ ear i I N F.L. - -- - FLOW LINE 4' \5v — 1 , O' MIN. 9 264 - 220 - 7 5 / 1 �/ / �� y �, t ,R 1 P OF m,Fjtt AT PL PROPERTY LINEM / / / �/ / i 'i1 - r ap OF �u� (L MIN. e MIN. 1 ! / / (80.6) - EXIST. SPOT ELEVATION SECTION C -C -a1 y 3 I '' 0� / / / \ — FINISH SPOT ELEVATION NIT ,9A //3y1 HP r<h ✓ T� 'lti- ^' . ; �-` �, � ' � Ts I ' MIN EXIST. TREE o ,.. BERM tn/ N O - - PAD ELEVATION FINISH FLOOR ELEVATION ((_7 1 / o (PAD 6' A.C. BERM \� - -92 -- A.C. PAVING (3') ON 4' AB. MIN. PER APPROVED SOILS REPORT. SECT ION D - D _ �� -�__ -- ' AT TOP O F AG. CUT � / P • � � � / �.. \ G�9E RIP -RAP ENERGY D I SS I PATOR PER 1�1+ti>Kh / u 0 OSAN DIEGO R.S.D.D 40, TYPE 'B' Mtnl -� 90. NC. BROW DITCH PER SAN DIEGO R.S.D. v -75 TYPE B ;CO -- ---- - - - - -- -___ - -__ r tQJ� � FF � S NDP7ACIS _ ✓ C1 G,2 &.C4 i %AYUiE v ✓E l`T c I /" Mr D- 7-3 ,r• — R OX AtI CD -- t i p. i � 11tH �11� ✓ ' "� 17 / gZ- 3 •'!i F((1 ! ~ I _ L -. ;. :lh 1 .�` \ �b 19 ` 1 v .M / ,, =J I /F �sr _� .2G Q 0'D \ �� ++ c ' r� 4 ' I 1 VIP EIJEfGf �/ - 35 (V - �t / i� Lt�l vtr�i / M s. J NN �\ r 4i � R 7:/ 1 1 b= ,4131 Sq fT r V- f}331 =7 s�klS d l I \\ `.► �` 59 _ _ ip4'� /7,S7; WOO IL H / o / 1 80� 00 d/ r 000000 00 1*0/ 12" 24" min 6" / 1 / 00 CD -- -- _ -- -- -- �— _ _ 1 — - i e W I 1 / d ry / \� ♦ (g I � cut slope 1 0 N S o - -- 0" 470.G2000 concrete or / ' /� 00 \ 3" 2500 psi, air placed concrere� i ♦ with 1X "z1X" 17 gage stucco i� ♦ / W — _ E netting. i Or � ♦ ♦ (n I3 II \ BROW DITCH TYPE B n / ♦ 9h� - 0 00 ♦ / ,.y ^ ♦ 1 SCALE: I ' 20' 0 0 DETAIL m - 1— a 1 uTY `\ by � ♦ ♦ Me,sr NOTE O i / `�f _ o ♦ / NATURAL DRAINAGE SHALL NOT BE DIVERTED TO ADJACENT PROPERTY. o � ♦ MAINTAIN MINIMUM 1% SLOPE AWAY FROM HOUSE FOR A DISTANCE OF 5' MIN. y .� / G R A D I N IS I T E P L A N z SCALE 1 2 0' G9A.D SHALL PEE SUPE4WISED F3Y A RE4 I6_T'f,1ZED CIVIL EIJGIWEfJ?— Uj W Z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT - MAWS s_ APPROVALS CITY OF ENC I N I TAS PUBLIC WORKS DEPARTMENT DRAWING NO. W IL I - -- ASSUME ELEVATION O F PLANS PREPARED UNDER SUPERVISION OF RECOMMENDEE GR �D APP. E A h►DIIJC•f Pl.A 114 HORIZONTAL" /_i' (. _ BY - -- 100.00 1 ? W.W. No?. QTR DATE . O DA1Er —_ — BY! _ _ RAYMON AND SUZANNE HAL LET � R N. �/04J' _ -� - 25 !`"g"p a..w�ze� VERTICAL _ __ GIT( 'Ew�d1.lEEFL ENGINEER EXP I - R -C.€ 0A Uttlb gG� WORK PROJECT NO. SHEET '2 OF I I I(-13sb s LEGEND Its ; .EXIST � 12' L EGAL DESCRIPTION Il�xla�� ,''�,� P.L. dt 'tom �I } �, cur SLOPE (2: 1 r PARCEL 2 OF PARCEL MAP � 1 Y PAD °"'��'" 6 °�'" - 14232 CITY OF ENC I N 1 TAS, EXIST. CONTOUR • FILL SLOPE (2 NATURAL I nnAx) OiO AL GROUND. - - - -�-- SECT ION A -A . s COUNTY OF SAN DIEGO FINISH CONTOUR OWNER / PERMIT TEE : MIN. DIRECTION OF FLOW 4 SECTION B - B . RAYMON AND SUZANNE MALLET —' - -� - - - ♦� EARTHEN DRAINAGE SWALE, 12' DEEP N r s• 3876 COPPER CREST RD, P/L 1S `?�' ¢.ti.o. ENC I N I TAS, CA, 92024 3 0 �W (619) 753 -2822 I l M, ,J 1 N. PAD 1 . / — i / O ASSESSOR S PARCEL NO. AY F. L. FLCW LINE 1,♦ 5 r -' — MIN. /x .96 j . �� t}� 1 O OF Au-R ,,,► 264 ,' / 1 G ,.. 4 hwm TP R — PROPERTY LINE i / _ EXIST. SPOT ELEVATION SECT I ON •C-C 2 MIN. TO MIN t 1 / .-�Y (80.6) `�• FINISH SPOT ELEVATION 9A -- EXIST. TREE 17••1S 'Nf_'P� g 4..p I B I i V y Q,�G/•J �I TCF•t 6' MIN. / 3 � G � \ rT" PAD ELEVATI To BEET e f02 ; 5 a I 8. - - FINISH FLOOR ELEVATION -- 6' A. C. BERM oTt -1�1� �cT1oNS Awn c raaL� MIN A.C. PAVING (3•) ON 4' AB. MIN. PER APPROVED SOILS REPORT. S ECT I D -D i'� Q1�1m piR7WfMC►+ ; o / p�o� Au- atr RIP-RAP ENERGY D I SS I PATOR PER g" ¢ Pte/ s - SAN DIEGO R.S.D.D-40, TYPE 'B' M N O R.S.4w+��c 3 ` v ) / / ' 3 CONC. BROW DITCH PER SAN DIEGO �I,) ' P� 90.E .` l OQ �� p / R.S.D. D -15 TYPE 'B' X00 ..a A / FF = a� I rb� 3 O OC j SAt�iD1�AGS -LaVG. (00 Ib� UA.V_bXAF_ 4 -P �� �' 0 ? Ic u ` � — — _ Imo° vm= 88` I tw >✓I ( � -`E� / P� 4 � G ,� 0 pl l°Ar W.� — C'4 Mw C O t I� ON F - ECTI F=. . ?' r "'v,c '�I _ 1 g' Vii. p, ''-1 � y!' � ©^ � Py ' S Flu. � � K) ORM-0 In SEMI INTUVAL _ A CAP LESS TNAN as AS RtoU7Rlro Ob IFS 42 I n nu - t I • vs.. � TO 101; $0 ft" oa � ' � 4 - // /„`' r. ER0S10N CONTROL NOTES OVER 1 42 11 35 net " —er _ _ !�'_ - ' OHM 0*1 IN AM MPAV90 D THE EROSION CONTROL CONTJIACTOR SHALL BE RESPONSIBLE FOR THE INSPEC?ION AND M VINg Vimmm!T'T RAW AT "a IMW ►iODLF1CAt1oN OF THE EROSION CONTROL DEVICES. AS NECESSARY, DURING THE RAINY iNOICATtO DEI.OW CHANNEL! ARE LiNEO WttN TEMPORARY MATE1liALS i1IMf �t T / `p SEA90N. THE CONTRACTOR, PERMITTEE OR OWNER SHALL BE RESPONSIBLE FOR THE PLASTIC SIIEETI I ` .00 U _ _ / I� C. CONTINUAL MAINTENANCE OF THE EROSION C ONTROL DEViC DURING THE RAINY � INTER�AI, !E'T11EE11 CNtCK OAII p SEASON. IN THE EVERT OF FAILURE OR REFUSAL TO PROPERLY MAINTAIN SAID _ I �� {'' r j ��� "� u I DEVICES. THE CITY EHCiNEER MAY CAUSE EMERGENCY MAINTENANCE WORK TO BE DONE / u -I - A DJACENT PRIVATE AND PUBLIC PROPERTY, THE COST (INCLUDING Afl 31 t Tp TNAN 2i 100 PER 1 ,fir TO PROTECT A 2; !; SO TER ' may INITIAL MOBILIZATION AMOUNT) OF WATCH SHALL BE CHARGED THE OWNER. 4 ' OVER zs BE L � �— SEDIMENTATION BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE WITHOUT PRIOR ` 18t _ — \ ! ` APPROVAL OF THE CITY ENGINEER. A SANDBAG 11LT'1ASlN 01( TRAP SHALL It PROVIDED AT EVERY !TORN DRAIN INLET TO ` l _ — / o ti�2� er PREVENT SEDIMENT FROM ENt9XINO THE STORM DRAIN SYSTEM. 1 � 00000, (: TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN WHICH / �� � � INTERFERE WITH THE WORK SIIALL BE RELOCATED OR MODIFIED AS THE WORK A GUANO SMALL, !! POSTiD ON !IT• MN9H5V%R TN! DiKN Of MATiII IN ANY ORVtai — _ _ T6� !� D "_ .� ## #0 N TOO PERT, PROGRESSES AS RECOMMENDED BY 711E ENGINEER OF WORK AND AS APPROVED BY 711E EXCEED! _ _ p , \L { CITY ENGINEER. ALL AfMOVABLC PROTECTION DEVICES SHOWN SNALL BE IN PLACE AT 111E END OP EACH 1 � � �' � WORKING DAY WHEN TIIC 3'DAY RAIN PROBABILITY � ��`'o 1 t U E FORECAST EXCEEDS 40- PERCENT. ; ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM THE STREET AREAS UPON AFTER EACH RAINSTORM EXCEEDING 1/4 -INCH IN A 12 -IIOUR PERIOD. SILT AND � 9 STARTING OPERATIONS AND PERIODICALLY AFTER AS DIRECTED BY THE INSPECTOR. DEBRIS SHALL BE REMOVED FROM CHECK DAMS AND DESILTING BASINS, AND BASINS de _ O TOP OF SHALL BE PUMPED DRY. � � t � 00 �-�/ SCALE � I ' 20 A 12 -INCH ^ HIGH BY 4 -FOOT WIDE BERM SHALL BE MAINTAINED ALONG THE °• 7 SLOPE OF THOSE FILLS ON WHICH GRADING 15 NOT IN PROGRESS. CONCENTRATED EFFECTIVE PLANTING SHALL BE INSTALLED, FULLY GERMINATED, AND. SHALL 40p WATER SHALL BE CARRIED NOT CLOSER THAN 10 -FEET FROM THE TOP OF SLOPES. EFFECTIVELY COVER THE REQUIRED SLOPES PRIOR TO FINAL APPROVAL. THE PLANTING � \ \ MIX SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLATION. SPRINKLER• may' s ALL BUILDING PADS SHALL BE SLOPED TOWARDS THE DRIVEWAY AND VELOCITY CHECK SYSTEMS ARE REQUIRED ON ALL SLOPES OVER (N HEIGHT. TEMPORARY y 00 � NOTE F�E.- � DAMS PROVIDED AT THE BASE OF ALL DRIVEWAYS DRAINING INTO THE STREET, SPRINKLER SYSTEMS WILL DE REQUIRED ON ALT.. S'_tOPtS UNTIL PLANTING IS WIVAm poe.fl U VELOCITY CHECK DAMS SHALL BE PROVIDED ACROSS Tilt OUTLETS OF ALL LOTS ESTABLISHED AND MAY NOT BE REMOVED WITHOUT PRI - GR APPROVAL OF Tilt CITY NATURAL DRAINAGE SHALL NOT BE ���� DRAINING INTO THE STREET. o ' / Mr .DIVERTED TO ADJACENT PROPERTY. EHOINEER MAINTAIN MINIMUM 1X SLOPE MAY FROM HOUSE FOR A DISTANCE OF 5' MIN STAND -BY CREWS SHALL BE ALERTED by THE CONTRACTOR PERMITTEE OR OWNER FOR SANDBAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE O 31TE AND STOCKPILED �0 EMERGENCY WORK DURING RAINSTORMS. AT CONVENIENT LOCATIONS TO FACILIT'�ITE RAPID CONSTRUCTION OF TEMPORARY 'v' ALL UTILITY TRENCHES SHALL DE BACKFILLED WITHIN 24 HOURS AND MUST BE DEVICES OR TO REPAIR ANY DAMAGED 'EROSION CONTR04'MEASURES WHEN RAIN iS BACKFILLED BEFORE THE END OF THE WORK DAY IF A 40- PERCENT CHANCE OF RAIN IS IMMINENT. A STAND -BY CREW SHALL BE MADE - 0A1LAIIL1;)AT ALL DIMES DURING THE � RAINY SEASON. PREDICTED. PROVIDE VELOCITY 'CIIECK DAMS IN ALL STREET AREAS PAVED OR UNPAVED AT THE ANY PROPOSED ALTERNATE CONTROL MEASURES ARE TO BE RECO101ENDED BY THE INTERVALS INDICATED BELOW. VELOCITY DAMS NAY BE CONSTRUC?ED OF ENGINEER OF WORK FOR APPROVAL IY THE CiTY ENGINEER PRIOR TO bNSTALLATtON. FIMSI0N CONTWIo PLA SANDDAG5 TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CITY ALL EROSION CONTROL PLANS MUST PROVIDE A 24 -HOUR TELEPHONE NUMBER AND THE ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS TIIE STREET OR CHANNEL AT RIGHT 42,r_50 __e,,�r � NAMES (5) OF THE PERSONS) RESPONSIBLE FOR EMERGENCY WORK. A TELEPHONE n� {�R` X ANGLES TO THE CENTER LINE. EARTH DIKES NAY NOT BE USED A5 VELOCITY CIIECK - DAMS. ANSWERING MACHINE OR ANSWERING SERVICE 15 UNACCEPTABLE. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS C ITY OF ENC I N I TAS PUBLIC WORKS DEPARTMENT DRAWING NO. 1 ASSUME EI.EV A`1lo N 4F PLANS PREPARED UNDER SUPERVISION OF REODAMENDED 1 APP ED WacK 10a Ca4rRO f L. "I for- HoRiZONTAL // - DATE 13-- 9 BY. L ._Bye' c ° RAYMON AND SUZANNE MALLET 0 "1a 1 G0.00 � W.W. �Q �Q ,�;_,t vt�..� -ate • ' ` -^'-'- R. // �� DATE- ��_Z - GTM � VJC•RRE►.1 CI ' fl0e� �� VERTICAt- tJ�A ENGINEER C.E. N0. DA EXP. `f • 3 ' +? ( F DA [E: 111�9� R WORK PROJECT NO. SHEET 3 OF 3