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2000-6380 G (Plans) GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S WORK TO BE DONE THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE ON THIS PROJECT. ACCORDING TO THIS PLAN AND THE SPECIFICATIONS AND THE REGIONAL CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL PHONE: (760) 633 -2770. STANDARD DRAWINGS OF THE COUNTY OF SAN DIEGO STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM LOT 27 S H ALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY �I REQUEST FOR INSPECTION. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK 2. THE SOILS REPORT TITLED "REVIEW OF PROPOSED GRADING PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT STANDARD SPECIFICATIONS " REJECTION AND REMOVAL. I I INC. IN LOT 27, TRACT 4400 PREPARED BY GEOTEK NS TE C NO m STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (1994 EDITION) DATED SEP. 2 '99 AND THE LETTER TITLED "REVIEW OF INCLUDING THE 1994 REGIONAL SUPPLEMENTAL AMENDMENTS. LANDSCAPING PLAN TO REVISE GRADING McGRATH RESIDENCE ' LOT 27, TRACT 4400" PREPARED BY GEOTEK INSITE, INC. AND DATED NOV. 5 '99 SHALL BE CONSIDERED AS A PART • -� — �� " ' OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN C. GRADING ACCORDANCE WITH THE RECOMMENDATIONS AND 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED _ LEGEND - SPECIFICATIONS CONTAINED IN SAID REPORT. SOILS ENGINEER OR UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND .� '"_ S.D.R.S.D = SAN DIEGO REGIONAL STANDARD DRAWINGS 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF ' s SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED M \ „ ITEM S.D.R.S.D. SYMBOL IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. NO. APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL CONJUNCTION WITH IMPROVEMENT PLANS. STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM /HER PROPERTY LINE OR UNDER HIS /HER SUPERVISION AND THAT IN HIS /HER OPINION, EXISTING CONTOUR �- 23 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED GRADING. ~ � IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE PROPOSED CONTOURS 23 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED FOR THEIR INTENDED USE. TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. I I DAYLIGHT LINE ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED C REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT CUT /FILL LINE _ F 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO BROW DITCH D -75 OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL _ 1 RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 1 OR A LICENSED LAND SURVEYOR. MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS � 1 FILL SLOPE (2:1 MAX.) UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION w s 7 CONTROL MEASURES HAVE BEEN INSTALLED. CUT SLOPE (2:1 MAX.) . THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE 3. ALL AREAS TO BE FILLED SHALL- BE PREPARED TO BE FILLED ~ s PROPOSED DRAINAGE SWALE FOR CONFORMING TO ALL LOCAL., STATE AND FEDERAL SAFETY AND AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD �* HEALTH STANDARDS, LAWS AND REGULATIONS. SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE s PROPOSED ENHANCED CONCRETE PAVEMENT k5e �N 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE --- (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SURFACE UPON WHICH THE FILL IS TO BE PLACED.' LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 60' 30' o so' 120' 247 SEWER LATERAL (EXISTING) S SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM ESTIMATED QUANTITIES GRAPHIC SCALE 1" = 60' WATER SERVICE (EXISTING) W SUNDAYS AND CITY RECOGNIZED HOLIDAYS. OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY CUT 500 C.Y.* 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT- SHEET INDEX( DRIVEWAY 16 SDRS G -14 PREGRADING MEETING HAS BEEN HELD ONSITE WITH ACCORDANCE WITH SPECIFICATIONS. FILL 650- C.Y.* THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, SHEET 2=------- - - - - -- GRADING AND EROSION CONTROL PLAN PRIVATE 4" PVC-STORM DRAIN - - - - -- CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH IMPORT 150 C.Y.* AND PERMITTEE. THE PREGRADE MEETING SHALL BE GRADE TO PRODUCE SMOOTH SURFACES AND CROSS LEAS 48 HOURS IN SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS * EARTHWORK QUANTITIES ARE RAW NUMBERS TO BE USED FOR PERMIT ATRIUM GRATE INLET SCHEDULED WITH THE CITY AT LEAS T 4 ADVANCE BY CALLING (760 T SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED PURPOSES ONLY AND NOT FOR BIDDING. THESE FIGURES -DO NOT INCLUDE BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY REMEDIAL QUANTITIES, BULKING OR SHRINKAGE FACTORS RIP PAP ENERGY DISSIPATOR 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE BASIS OF BEARINGS TEMP. EROSION CONTROL FENCING ECF - -- PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND BEARINGS SHOWN ON PLAN HAVE BEEN ROTATED TO MATCH MAP NO. 12780 - APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE (TRACT 4400) RETAINING WALL SDRS C -6 HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. CONDITIONS AND REQUIREMENTS THE CITY ENGINEER 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL LEGAL DESCRIPTION LOT 27 OF TRACT #4400 (MAP NO. 12780) SREENING WALL SDRS C -6 MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. IN THE COUNTY OF SAN DIEGO, - STATE OF SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED 1 - 4. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE CALIFORNIA. THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND A.P.N.: 264 - 391 -15 PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION ...... ........ OF LOCATION OF DEBRIS FILL SHALL- BE SECURED FROM THE SOILS SITE ADDRESS 420 BRIDOON TERRACE nor srrE SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY ENCINITAS, CA. TRACT NO. 4400 NO. 6380 -GR HAS BEEN PERFORMED IN SUBSTANTIAL SUCH MATERIAL. CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS OWNER'S CERTIFICATE SHOWN ON THE ATTACHED AS- GRADED PLANT THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE SOILS ENGINEER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER H ROV CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. // OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE ROAD I G L. �! A REGISTERED CIVIL ENGINEER IN OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION B. NOTIFICATIONS AND STABILITY OF THE SITE. RrN THE STAT OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE °RTU" 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A - AND STRUCTURES SHOWN ON THESE PLANS WERE SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN N DATE: 0 0) THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN 0) OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE THE DATES AND U_ �� �� bNE COMPLETE COPY Na JEREMY McGRATH BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES * OT V 420 BRIDOON TERRACE 2 (V OF THE SOILS EPORT COMPILED FROM THIS STUDY WITH MY r o EXCEPT IS SHOWN ON THESE PLANS, HOWEVER: ENCINITAS, CA RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CNM• ENCINI U m THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING OF TIES PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE 2 cam " �F ( n MEASURES TO PROTECT ANY EXISTING UTIU OR STRUCTURES DECLARATION OF RESPONSIBLE CHARGE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE � Q � LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY GRADING P TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR �,ANS AND SPEC Fl NS. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS _Z X STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND // COMMUNITY SERVICES PROJECT, I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN U LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT SIGNED: OF THE PROJECT AS DEFINED IN S 6703 O IS CONSI WITH VICINITY MAP z u_ LLJ OF WORK: RCE NO. I v AND PROFESSIONS CODE, AND THA T E D ESIG N CURRENT STANDARDS. NOT TO SCALE ~ A. SEWERS - CSD (760) 633 -2770 EXP DATE 3 DLp 7/ LLJ w In - G'_ I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECI- B. GAS & ELECTRIC - SDG&E 800 422 -4133 BY DATE. 7_ �p FESSi ( ) FICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW � � � F- (V C. WATER - OMWD (760) 753 -6466 � ��`� c c� �' DUDEK & ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY �, � o D. TELEPHONE - (800) 422 -4133 CARDIFF SANITATION DIST. ENCINITAS FIRE DEPT. OLIVENHAIN MWD RESPONSIBILITIES FOR PROJECT DESIGN aP �, o °' _ E. CABLE TV (800) 422 -4133 N&2MM ASSOCIATES INC. Of 0 BY: DATE: — ro l l ZCL't� * 12� * cD clv1� �� 605 Third Street -Encinitas, CA 92024 F- /1 DANIEL C. GROTH F CA�� (760) 942 -5147 ,n _i BY: BY � •/�I ` DATE: I � B DATE: / .Z .DO R.C.E. 23600 0 W DATE: c�- LDD: /DWG/2484/2484GP01 6 -1 -00 cD (- REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DEPT. DESIG BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. as DESCRIPTION: COUNTY OF SAN DIEGO BENOi MARK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND AP GRADING PLAN FOR: F LOCATION: S.W. COR.�ELL CAMIODEL HEADW T DATE: BY: BY: LOT 27 TRACT 4400 6380-G HORIZONAL 1 » =20' t do RANCHO SANTA FE RD. rA RECORD FROM: COUNTY OF SAN DIEGO VERTICAL CONTROL VERTICAL NSA R.C.E. N0. 23600 DATE: DATE: `� MAP N0. 12780 VERTICAL. CONTROL BY: ATE � /t• DANIEL C. GROTH • EXP. 12 - 31 - 0 1 F 2 ELEVATION: 119.476 DATUM: U.S.C. do G.S WORK PROJECT N0. SHEET 1 O • FL TW PER PLAN PER PLAN ws Lo t o i -4" MAX. HEIGHT RETAINING WALL PER M 5.00 SAN DIEGO COUNTY + ro — — REGIONAL STD. DWG. C-6. -- - -- -- r -- - - - _ BW 10 - - - - BACKDRAIN PER PLAN _ UTIL / \ 3 CN D = '41 EJECTED NDING) 7' '� 10' TRAIL R ( R =880. - o v M v M AR M M 21 0.08 • ©o` * NOTE: MATERIALS PER LANSCAPE PLAN \ - _ - -- -- 61 3 256.2 DERAIL "A \ n E1N 10" UTILITY EMENT PER MAP NO. 12780 RECORDED 2 -20 -91 ��i �� 2 +56 28 WS " _ ____ - _____ - - - -- -- CONTROL NCE NOT TO SCALE EX G_ $ER =-� — o �n � 1 PER AWING 9050 -G TM4 00 SHEET N OF 121 5 • O '� N 3 a 0 ��. ATRIUM GRATE h � � I 3 3 TYPICAL o �� ETAINING WALL , N E DETAIL "A" b 3 - _ +31 SI TW rn o 2� 3 F 521 0 �E x 5 TW $ W PER PLAN FL o 5 32. BW 5� p b PER PLAN a o•, % o X _ P o W I Z 1 R TAINING WALL 56't RENCI 1 13 FH \ L7 U �a DRAIN Q EE DETAIL "A" o UI 53 U �Q O CO CQ 5' -4" MAX. HEIGHT �� win FS 00 t RETAIN+NG WALL PER `v I Q SAN DIEGO COUNTY F -1 o z 0 40'i FRENCH ' Cw REGIONAL STD. DWG. OZ'= S` 5 532.5 RAIN 4" PVC / C-6. I �, `,� ev Bc 5 S 32.1 F�; a w 3/ I ` BACKDRAIN OLL I . 3 F ,�6 5 � Q h FS I zOI M h PER PLAN 0 1% Q► y� w 31$ 4 FS k.Q 3 0 B 53 • 'L 0 51 ;� 'y ( 3 t ft w 0- 53 0 h COURT ,' I I S �Q 1 53? 5 w SURFACE I A� oo N- 53 2.0 w `s >P cn. I r { uja)l "� RE AINING WALL 'n F , �� * ' SE DETAIL "B" � h Q + 5` S NOTE. MATERIALS LANSCAPE P ` ww � /j \ UI-I i 3 534.0 EP DIETAI L �B" _ QQ s ^ J 20+ SI NOT TO SCALE [_ Ct w CID O 6 FS 9 FS 5 0 B 4 o S 4 O P C - 5 8 F S , , 53 s Z � < I —�I - 0 2 S � �' I c6 F• - 531. 34 w �\ P EXISTING h �� 1 .i o I �� 36 PLAN 5 - RETAINING WALL / 5 O L � F . N _ I 0 - t 3 I \ / I - I 6OL PER I I S ER TE +n k I XIS�iNG SEWER b p iR RAWING 9050 G E T I y M4100 SHEET 12 F 21 I � q 'QiF I = 31.2 y I h SCR E W s I TEMPORARY EROSION CONTROL FENCE SEE LAND A FOR TAI S O ELE A S AN �\ ` TO BE INSTALLED PRIOR T JG 0 0 GRADING .,�- s , 6' GARAGE AND ITY W ILDING I _ q-I' FS MINOR USE PER T 00 -074 = .. _O % W PE = 531.3 = (n CO FF = 531.8 \ ' 531 0 �3 4,�0 40 I 3 I F Q - N I _ N n u j Z X I I 530 ! Q N81023'00 w I E OSION� ap 332.14' RIP RAP PER 0=40 N 3 I W w U17 �ONTROL FENCE t I I �OFESSIp„�� N � `�, DUDEK & Na moo �= o ASSOCIATES INC x O _ 20 10 0 20 40 60 * r BLASTING PERMIT MUST BE OBTAINED , * _ Emmumow GRAPHIC SCALE 1" = 20 FROM - ENCINITAS FIRE DEPARTMENT clvl+_ 605 Third S treet -Encinitas, CA 92024 t~--- G L (760) 942 -5147 0 PRIOR TO ANY BLASTING (760) �; 633 -2800 ow LDD: DWG 2484 2484GPO2 6 -12 -00 t0 � REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RDL 1GNED BY KAEWN Bf �CGCKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. DESCRIPTION: COUNTY OF SAN DIEGO BENCH MARK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDE APP OVER 0� HORIZONAL DATE: BY: DATE: BY: DATE: GRADING PLAN FOR: I L £ O.C. 0073 N TOP OF HEADWALL LOT 27 TRACT 4400 6 3 8 0- G LOCATION: S.W. COR. EL CAMNO DEL NORTE I " =20' 6 Z�� 8 RANCHO SANTA FE RD. R.C.E. NO. 23600 - MAP N0. 12780 RECORD FROM COUNTY OF SAN DIEGO VERTICAL CONTRO O/ VERTICAL N/A DANIEL C. GROTH VERTICAL CONTROL E XP. 12 -31 -0 1 WORK PROJECT N0. SHEET 2 OF 2 ELEVATION: N9.476 DATUM U.S.C. 8 G.S. TW i i s _ •! i PER PLAN PER PLAN 1 FL , , ws r 5' -4" MAX. HEIGHT � , RETAINING WALL PER SAN DIEGO COUNTY t L-- -_ _ r' -- REGIONAL STD. DWG + i �` -� M i` ..__ _r-- r..'"_. - °ter , � / (� _ BW -- 10 UTILITY A BACKDRAIN PER PLAN I � / r D =1'47' " 10' TPAIL REJECTS ( ND NG} R=880. 0 t M ; .. M M •� �_- � =. z — 0 21 08 * NOTE: MATERIALS PER LANSCAPE PLAN \ - /.; , 256 28' 4 � �9 1 .. ,_ _ ... DETAIL "A» O 12780 RE ORDED 2- 20 -91- � st O 10' UT LITY EASE ENT PER MA NO. � 2 +5 28 WS - NOT TO SCALE � i EXIS SEWER -- --I c°" CE ,r, � � .-- -f PER AWING 9050 -G 5 "� O r7 TM4 00 SHEET N OF 121 2 2 52 3 ' ^' TRIU a S3 M GRATE o 536 8 J 542 5 rn { I ' ' 1 I I YPICAL 44 U cF 53 N �� 3 1 N M s I 3 F 1 lE cv -- - -- __ .- + sl TW = o - PER PLAN FL 1 0 I 521. o W PER PLAN cv = w - Acr o I tin _ 5 LAWN � 1 13 FH Mpl� 0 +n PE - 530.5 k• o r AI G " L U' ..\ j �Q DET A 6" NCRETE f` 3 I O� : 5 Q MOW TRIP I Q _ I 3> > UR 6 k• cr 5' -4" MAX. HEIGHT ! i WN - - OD R ETAI NING WALL PER , SAN DIEGO COUNTY Z - � S REGIONAL STD. DWG. ;+ 0 = I ,� s�s� 32. ' co C -6. e I ,z ( 5� <` �5 S .0 FG z 3 1/ ' Q BACKDRAIN ; O LD - -r1.Q� 52)'•3 h�0. ,� 5 r .l i ! j zo 0 FS PER PLAN �► _ ; 1• I �' • : � . - ' i . � f 5ti di 530.51 1E O h F- 3 ' '� ILrW t IY s z I COURT F— $ - -- %. SURFACE t, � 'i i f � � � _ `�D� � W 5 4. � . a �- RETAINING WALL i • SEE w w B ETAII j * NOTE: MATERIALS PER LANSCAPE P i _ 1 I ! 5 UQ 532. 8 E- U » r. , 1 I 3 J DETAIL B Q = NOT TO SCALE = I 3 s .6 F I .9 FS �m ���. s o - I i EXISTING BUILDING 60 2' + PVC 5 FS 5'S A . P`I . 2 LOT 2 7 34 3 1,0 - PE = 531.8 t I SOR" 5 FF = 532.5 _ EXISTING $ 1 v - L I JG w o h s 6 • P PLAN 5 C RETAINING WALL � - 5- O 4 n, o N v 9 tv I g I �C► 3 I I = POOL PER SEPERATE +n A �� I XIS G SEWER ! ' I I PERMIT A 9050 121 D = s � M4 b0 SHEET 12 fOF C 5 29. ! 1 28.2 - _ _ f LAWN AREA PE = 530t i 1 . 6. PV ^ ` L 5 3 2 -1 SCR EI� W LL TEMPORA6 _ I ERO CO L NCE s• �� SEE LAND A AN t� , I E OS N FOR TA S 1 ELE A S \\ .� .o c�0 _ to I TO BE WSTALLE PRIOR TO ' GRADING s `cs �� Q 6" PVC SDR -35 T �� __ _ "-- �_ � (V 0 ro 6, 3 I \ ~ 1 GARAGE AND ITY BUILDING I I MINOR USE PER T 00 -074 V 4S I 1 c r PE 531.3 I FF = 531 • QD .8 ! FA 0, Q ihD I 53 • h ( 3 `� H I N ! K a a N 11 " 3 530 Z i U I I SLOPE VARIES z � N N N N I ` N N N N I °23 L1.) '00 "E N N w 332.14' to � - E OSION �' 3 LL OL FENCE .I TR + QR Oft:ss/o M Qom, DUDEK & o = Na 2XW = ASSOCIATES, IN Lr 0 20 10 0 20 40 eo BLASTING PERMIT MUST BE OBTAINED GRAPHIC SCALE 1" = 20 FROM ENCINITAS FIRE DEPARTMENT I c v�� 605 Third Street *Encinitas, CA 92024 PRIOR TO ANY BLASTING (760) 633 -2800 (760 942 -5147 o LDD: DWG 2484 2484GP02 6 -12 -00 DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE RDL KAE DCG �• RECORD DRAWING DESCRIPTION: COUNTY OF SAN DIEGO BENCH MARK PLANS PREPARED L000 7HE SUPERVISION OF RECOMMENDED APPROVED RECORD DRAWING: I�RiZONAL I ".20' DATE BY: BY: 6 3 `~ D• E O.C. 0073 IN TOP OF HEADWALL LOT 27 TRACT 4400 n ILA LOCATION: S.W. COR. EL CAMNNO DEL NORTE R.C.E. NO. 5 P4 0/ — G 8 RANCHO SANTA FE RD. 23600 MAP N 0. 12780 EXP. 12 - RECORD FROM: COUNTY OF SAN DIEGO VERTICAL CONTRO �c� N/A DATE' DATE: ° VERTICAL CONTROL DANIEL C. GROIN WORK PROJECT NO. SHEET 2A OF 2 31 -0 ELEVATION: 119.476 DATUM: U.S.C. a G.S.