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1998-5690 G (Plans) GRAD W0R.K. TO BE DONE LA AvE• ALL WORK TO BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS III � BLUE NER�t3 � CONSTRUCTION, LATEST EDITION (GREEN BOOK), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO 1 q PLA THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO AND S ANDARD5 AND ORDIA LACES OF O ENCINIMS JJLL REGIONAL AND DARD DRAWINGS (LATEST EDITION), TILL ��++ .JJLL LL.�� u a JL LEUCADIA LEUCADIA BLV . Ou_Ow -_I OUVENNAIN RD. Encinitos t4anch L EGEND WE - .. N �� GARDEN VJEW RD. PACIFIC OCEAN ,'-� ITEM ��� � ������ /� ° �- wt1N• VISTA D.,., SUBDIVISION BOUNDARY ... ............................. .. ............. ,�... .. ..� n_A_i LOT LINES, RAW .. BLVD. N TS .............................................. ...... . ......................... I ......... I ....... ..,. ENCINFAS - " E INlTAS CUT SLOPE 11 (2:1 MAX INCLINATI ON) ................................................................ ............................... _ L _ _ 1\ SITE a FILL SLOPE - -- (2 :1 MAX INCLINATION) ................................................................... ............................... - - - - x E XISTING CONTOUR ........................................................................ ............................... 100 VI MAP FINISH CONTOUR... ............................. ........................ _.......................................... _..• -- 100- -- - - - CUTIFILL NE: ............................................................................ ... .... ........................... _CUT _ 0% - - --o- FILL -`b-" 4 ' It VI DAYLIGHT LINEILIMIT OF GRADING .............................................. ............................... L _ OWNERS / PERMITTEES i 18 ., , � I,., � `� � �'�° f:1 � ��` � 4' ' ' SPOT ELE VATION .............................................. ............................... ............................... CENTEX HOMES -, 5962 PLACE COURT 1 ," ..,�.� h , ". Lfi1 0 ; �', i , � , .. � , STORM DRAIN (PER IMP. PLANS) .......................................... ....... ............................... .�. _.�. _._ , _.._ CARLSBAV CA 92 O8 4. 75 *. L EGAL DESCRIPTION DRAINAGE DITCH D-- OAS. k - TYPE 1 . ............................... THE NORTH 880 FEET' OF LOT 1; THE NORTH 308 FEET EXCEP77NG THE WEST 495 tET) 4.4 11 > 2 I � � RIPRAP ENERGY DISSIPATQR ...... D -4 a, OF LOT 2, AND THE NORTH 660 FEET OF THE WEST 495 FEET OF SAID LOT 2 IN SECTION 3, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE MERIDIAN, IN CITY DWG No. 36 - 1 16 EARTHEN SWALE ................................................... THE COUNTY OF SAN DIEGO, SATE OF GALIFORN49, ACCORDING TO UNITED STATES LOT 72 LOT 79 ���•; I:' HYDROSEE D ................ ............................... � * W � w GOVERNMENT SURVEY APPROVED APRIL 19, 18 1. , - Nos 828 t + 20 14 i t )S ". RETAINING WALL ...................... ............................... C-4** .......... ............................... TOPOGRAPHY �_. s4 1 "= (2) 4" PVC IRRIGATION SLEEVES ** *...............SEE LANDSCAPE PLANS........................ Lam: PkEPARED By' ,SAN- °LO- AERbAL SURVEY - � 4875 VIEWRIDGE AVE. 10 * AS MODIFIED PER DETAIL "A" SHEET 2 If I ** ON SAN DIEGO, CA 92123 � 3 f , 16 $ � UNLESS OTHERWISE NOTED PLANS DATED: * ** (2) 4" PVC SLEEVES ARE ALSO REQUIRED, BUT NOT DEPICTED, UNDER EACH JUNE 8, 1993 TOPOGRAPHY AMENDED WITH AS -BUILT DRIVEWAY LOCATED AS CLOSE' AS POSSIBLE TD ARYANA DRIVE BAC/( OF CURB. FIELD DATA TAKEN MAY 1997: 17 1f i PRIVATE SURFACE IMPROVEMENTS REFERENCE DRAWINGS 4460 -1 IMPROVEMENT PLANS RIGHT OF WAY /LOT LINE 4263 -1 IMPROVEMENT PLANS 4457 -G MASS GRADING PLANS EASEMENT LINE CG -2546 IMPROVEMENT PLANS A.C. PAVING 5536 -G GRADING PLANS 5690 -1 IMPROVEMENT PLANS CURB eft GUTTER G -2 Cie OWNER'S CERTIFICATE It L PEDESTRIAN RAMP TYPE "A" & D" G -27 � � � g I HEREBY CERTIFY TtlWT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE LEGEND / RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND SABIiITY I�EYVI.A P -- CROSS GUTTER G -12 Or THE SITE. I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN SCALE 1 " 200' BOUNDARY r RIGHT OF WAY Ek/STING CITY RIGHT OF WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT, -- DRIVEWAY APRON G- 14A AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, � LOT LINE -- EASEMENT ------ - - -------- IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR �f SHEET INDEX CONCRETE SIDEWALK G -7, G -9, G-10 3'n UNDER MY CONTROL. I ' LOT NUMBER 10 ST. 'NAMES ,SEA VIEW CT. OWNER: CENTEX HOMES, INC. NOTES & DETAILS SHEETS 1 -3 � : LA PLACE COURT, CARLSBAD, CA 92008 4 5962 GRADING SHEET 4 -5 SURFACE DRAINAGE SHEET NO. =I ENHANCED PAVING SECTION SHEET 2 ADDRESS T t ' 5 9 6 2 1— ' PVT IMP. SHEETS 5 -7 PER LANDSCAPE PLANS STREET LIGHT NO PARKING F" STREET LICHT 1 DOW HPS E -1, E -2, M-�2 T. SHEET B ..� ( ) ° d e ` -. - EROSION GON FIRE LANE SIGN 94- c040, r0 a_� 4PP9aV64r SY arrY o,+= 6nK1h1lTAs RONALD BRENT MANAGER DAT FIRE HYDRANT cangl�uwry D,�5VeL0, McA(r (7lr FPAATMENT. SOILS ENGINEER'S CERTIFICATE PR IVATE DRAINAGE IMPROVEMENTS - - I, JOSEPH G. FRANZONE, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY TYPE "F" CATCH BASIN D -7 DOING BUSINESS IN THE RELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND �-•± T EXISTING STORM DRAIN __ _ _ __ _ STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY LEGEND OF ABBREVIATIONS STORM DRAIN D - 60 DIRECTION BETWEEN THE GATES AUGUST 1998 AND SEPTEMBER 1998. ONE COMPLETE COPY OF THE -' SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE QrRCE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND T TOP OF CURB CURB INLET TYPE "B" D -2 -I _ CERTIFY THAT THE RECOMMENDATONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN " GB GRADE BREAK CLF4NOUT TYPE i4 -4" D -9 =— INCORPORATED IN 714E GRADING PLANS AND SPECIFICATIONS BVC BEGIN VERTICAL CURVE I :. EVC END VERTICAL CURVE CURB OUTLET TYPE "A" D -25 VPl POINT OF INTERSECTION' BC BEGIN CURVE _ `° I + EC END CURVE IGNA' DATE HP HIGH PAINT WING -TYPE HEADWALL D -34 39552 EXP. DATE. • 12•- J LP LOW POINT �.45F&Aa FL FLOW LINE C5 ro�M FS FINISHED SURFACE ` DECLARATION OF RESPONSIBLE CHARGE ST. STREET _- _ �. � RT RIGHT � ~AS ,... BUI�.T" � a, I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, (SMELTS 1 -8 ONLY) THAT LT LEFT zs I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN Or THE PROJECT ., � DEFINED IN SECTION TW TOP OF WALL 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS NSISTENT WITH IF TOP OF FOOTING -. zt CURRENT STANDARDS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS FL FLOW LINE 1. P. E EXP. DATE 4 BY THE CITY OF ENCINTTAS 6 CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS N.T. S. NOT TO SCALE C 7c? �lpt- ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. CTB CEMENT TREATED BASE REVIEWED BY: " I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS, AS SHOWN ON THIS PLAN SATISFIES THE CDs CUL -DE -SAC Ci4V + i REOUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL FOR CASE NO. 98 --094 AND THE PCC POINT OF COMPOUND CURVE CUT 28, 700 CY SECTION 4216/4217 OF THE GOVERNMENT CODE 85 ° ST DDS FOR PRIVATE STREETS. +M w CONIC. CONCRETE PVMT PAVEMENT _ _ 8 1 INSPECTOR DATE IT FI RE D EPARTMENT NT SI CIRE DAT ENCIN AS f C? E UCA A COUNTY WATER DISTRICT pLIYENHAIN MUNICIPAL WAfiER DISTRICT ENVIRONMENTAL NM NTAL DATA EARTL3[WORI IMPORTANT NOTICE i R..: NO. 48670 EXP. DATE 6 -3D -aD L D - R - - -- _ - -- - -- - _ _... - - - -- _. ___. _.._ ___-_.a__._. e�flESSrDNd GRADING APPROVED FOR PUBLIC SEWER SYSTEM �. < EXISTING NATURAL SLOPE ONSITE = 9d' � � � H(INSAC'rA55OOG "If1TS 5�1N11IEG(� INC GRADING APPROVAL 1. STEEPEST EXISTI qq "gyp APPROVED BY: DUDEK AND ASSOCIATES, INC. APPROVED BY: BOYLE ENGINEERING CORPORATION FILL * 27,700 CY REQUIRES A DIGALERT IDENTIFICATION NUMBER BE zz PLANNING - ENGINEERING - SURVEYhVG L 2 2 2. MAXIMUM VERTICAL DEPTH OF CUT = 10.0' EXPORT J 000 CY ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE 10179 NUENNEKENS STREET - SAN DIEGO; CA 92121 m DISTRICTS CONSULTING ENGINEER VALID. FOR YOUR DIGALERT I.O. NUMBER CALL (619) 558 -4500 FAX (819) 558 -1414 NU, 48670 m a J. MAXIMUM VERTICAL DEPTH OF FILL = 20.0 s FxP Fiavo� e _ *ADJUSTED BASED ON UNDERGROUND SERVICE ALERT A Z B 19 19 -51 - 1- 513 -01 _ _ T. � _1� 2//x/99 � c a~ pa F SD-00 6e CE l �[� C (9 � �. 4. AVERAGE DEPTH OF CU'(- 28.740 CY/ 5.84 AC - 3.3' SOILS REPOR TOLL FR 1 422 133 SIGNATURE DATE OP ca��f 265 14 T J08 NUMBER R.C.E. qC) DATE JOB NO. SIGNATURE EXPIRES THREE YEARS FROM DATE SIGNATURE EXPIRES TWO YEARS FROM DATE 5, AVERAGE DEPTH OF FILL = 27,70 CY/ 5.48 AC = 3.1' TWO WORKING DAYS BEFORE YOU DIG M _ Y CHECKE BY DESIGNED sY DRAWN r� D F N INITA ENGINE D EPA RTME NT APPR ©VACS CITY Q E: C ENGI E"E Q DRAWING NCI. ' . REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVE LOPMENT p w PLANS PREPARED UNDER SUPERVISION OF REC D .D OV D GRADING AND PRIVATE IMPROVEMENT PLANS FOR: DESCRIPTION: S.D COUNTY ENGINEER'S NON DC 174 -1969 LOCATION: 16' s /oF Cl. BRITTANY 24' E /oF C.L. sAxomv HORIZONTAL 1 " =40' DATE BY: BY- �1 w r� p (v V o G `- 1 : RECORDED FROM: COUNTY OF SAN DIEGO I y l 74,9 48670 WE A D 1 11, I D'4.1' 0) r \ EI.EVATIDN: 241.15 VERTICAL N, A ' ^= � rSG".���Lt[tu.� � v �l R. R.C.E. N0. DATE, �_ LZ� :'� DATE: � ��? � � _ -_ 0) < ° - DATUM: NSL DATE TM N0. 98 -094 ENGINEER EXP. 6 30 00 \ E "A1 U1►�`( Zla SIB [1F F41c name: R:A0057 \0057fRA01 . 3� I I I I I I I I . I , 1� , I - i I � � I � - ," t " I � 1i I t � � I I I I l , I 1/// I 1, I , i ,,� , I ­ � V I 1 1. , ct, � � � � o I 11 1, �� I , ,�,,,� ; I - � I I "'V " 1�� , , l�, . i l �x , � I �f � � - I ; ,,, �, �, � 4 , �, � . I t , "' I., I ,l I I � I i� I " 11 I I I I I I � " I, ;i i � , 1 4 i ­ 1 � - I i �1. 1; I.,. 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