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1999-5869 G (Plans) IMA CITY OF ENCINITAS GRADING F AN A. GEMMw�- VITAL DATA= LEGEND 1. ALL I ORK SHALL BE DOME IV ACCORDANCE IMTH THESE PUNS, C. GRADING: THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1 ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER 1) STEEPEST EXIS77NG NATURAL SLOPE ON -SITE 28R ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SI F►CATIONS FOR PUBLIC ACTION THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS OR UNDER THEIR DIRECTION. THEY SHALL OBSERVE AND TEST THE EXCAMATION, (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWNNGS ANY PLACEMENT AND COMPACTION' OF FILLS AND BACKFILLS AND COMPACTION OF 2) MAXIMUM VERTICAL DEPTH OF CUT 12 FEET WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE TRENCHES. THEY SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL REGIONAL STANDARD DRAW?NGS (LATEST EDITION). ' CITY ENGINEER PRIOR TO 411, ( REQUEST FOR INSPECTION. DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF 3) MAXIMUM VERTICAL DEPTH OF FILL 12 FEET GRADING OPERATIONS THEY SHALL STATE THAT THE OBSERVATIONS AND TESTS 2. 'ENE SOILS REPORT dXED "PRELIMINARY GEOTECHNICAL INVESTIGATION PROPOSED WERE MADE BY THEM OR UNDER THEIR SUPERVISION AND THAT iN THEIR 4) AVERAGE DEPTH OF CUT = 760 cy x (27cycy) 18, 570 s - 2.4' WORK TO BE DONE SINGE FAMILY R _.xWENCE, PARCEL 3, DOUBLE LL RANCH ESTATES. OLIVENHAIN OPINION, ALL EMBANKMENTS AND EXCA VA TTONS WERE CONSTRUCTED IN 1,970 cy x (.27cf/cy) 119, 400 sf - 2.7' DESCRIPTION QUANTITY CALIFORNIA," FREPARED BY COAST GEOTECHNICAL, DATED NOV. 2, 1998, ACCORDANCE WITH THE APPROVED GRADING PUNS AND THAT ALL EMBANKMENT'S 5) AVERAGE DEPTH OF FILL = SHALL B^ CONSDERED AS PART OF THiS GRADING PLAN. ALL GRADING AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE SHALL Bt NE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 760 (QUAN TI TIES SHOWN ARE FOR BONDING AC DRl VFWNA Y 3" AC / 8" CL 2 BASE) ...................... 5360 � SPECIFICATi JNS CONTAINED IN SAID REPORT. Z THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO CUT = CY 1 PURPOSES ONLY AND ARE NOT TO BE PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL FILL - ,790 CY CONSIDERED ACCURATE OR CERTIFIED CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR QUANTITIES. QUANTITIES SHOWN ARE NOT 6" AC DIKE PER G-5 .. 415 LF 3_ APPROI AL OF THiS PLAN DOES NOT- CONSTiTUTE APPROVAL OF 1,_10 y SIB ES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF TO FINISHED WORK ON THE SITE AND -'HALL TAKE REMEDIAL MEASURES TO IMPORT C. NET TO BE USED FOR CONTRACT PURPOSES) S/YEFT 3 IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS• SEPARATE APPROVALS PREVENT EROSION�OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT SF AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. RETAINING WALL # ............................. . 165 IMPROVEMENT PLANS. tom+ S . 3 3-ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL �7 TE RETAINING WALL P --C=* .. ........ . ................... 170 SF 4. WRITTEN PERMISSION SHALL BE 08TAINLO FOR ANY OFF.;l TE GRADING. BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR A CERTIFIED ENGINEERING GEOLOGIST IN THE STATE OF CALIFORNIA, AND 1, F MARK BURM3J 1, , (,C DITCH PER D -75 . ........ . FILL IS TOLE ED. LOO I AN PLACED. FLL D . ' ' . . ' . . ' • • . ' ' ' ' ' . ' . ' • ' => 340 5. CM'T?ACia> .MALL TAKE 4?' NECESSARY PRECAUTIONS REQUIRED TO FROM THE SURFACE UPON WHICH THE ALLUVIAL SOILS SHALL B£ REMOVED TO SUITABLE E PLAC EURAL SE F 7 PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY EARTH SWALE D WTHAYA SINGHANET, A REGISTERED CIVIL ENGINEER IN THE-STATE OF CALIFORNIA, PROTECT A' JACENT PROPERTIES DURING GRADING OPERA r:ONS. ANYT,'ING ALLU% ED SOILS SHALL BE SCARIFIED O A DEPTH FI 6" AND THEN COMPACTED ... 175 LF DAMAGED 1 7 DESTROYED SHALL BE REPLACED OR REPAIRED TO THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ` ` • ' ' ' ' ' ' ' • THE G TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE E . iIOA EXISTING PRIOR TO GRADING. TO A MINIMUM OF 90 PER CENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY MADE BY US OR UNDER OUR DIRECTION- BETWEEN THE DATES OF OCTOBER 1998 AND 8" SCH 40 PVC DRAIN .......................... 170 LF " 6. TH'r r--"* 'IF%W SP "Lf. 9E S NOVEMBER 1998. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, • • • • • • • � 8 � -- I�irSPO�JSI�:...= THAT ANY M:NUMENT 6R WITH SPECIFICATIONS. WITH OUR RECOMMENDATIONS, HAS-BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGIN BF MARK WHI " ' IS DISTURBED OR 4ESTRGYED SHALL BE RE- FURTHERMORE, WE E HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE 4" SCH 40 PVC DRAIN .............. 4� SO LF C- I ES , ABUSHED AND .ZEPLACED B r' A REGISTERED CtVW� ENGINEER OR 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO RECOMMENDA7i0NS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN ' � ' ' � • ' ' • ' ' ' ' � ' � ' ' � ' ���� i A LICENSED LAND AJRVEYOR. PRODUCE SMOG M SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS OUTLET ENER DISSIPATOR (O. D.) PER D -40 . ' ' ' ' • ' ' ' 2 EA AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY E ' ' •t . 7. THE Gn:'TRACTOK x. .ALL DESIGN, CONSTRUCT AND MAINTAIN ALL • � . ' AND SHALL 8E RESPONSIBLE CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED ON CLEANOUT PER S -3 . _ _ 0 ---- 4 EA ;AFET)' DE VICES, INCLUDING SHORwv%c , EXCAVATION OR EMBANKMENT SLOPES ;WICH ARE LIABLE TO BECOME J FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. • • • . • ' • • ' • • ' . • • ' .. ' • ' ' • • • ' ' f • • LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SIGNED: SLOPES SHALL BE ROUNDED IN ACCORDANCE W►T7-1 THE GRADING ORDINAIVCE MA K BURWELL, C.E.G. CE G. 2109 DATE CUTOFF GRAIN . EXPIRATION DATE: 5-31 -2000 ...... ............................... . 100 LF S GRAD11NG AND EQUIPMENT OPERATING WTMN OHE -HALF (11 5. ALL TREE-S� BRUSH, GRASS AND OTHER OBJECTiONABLE MATERIAL SHALL BE SUBDRAIN ............................ . ........... . ,M.... 137 LF MILE ')F A STRUCTJRE FOR HUMAN OCCUPANCY SHALL NOT BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7 :30 A.M. CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WT74 VOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDA A�NEAT AND FINISHED APPEARANCE FREE FROM UNISIGHT_ r DEBRIS. APPROVAL SIGNED: - TEMPORARY SANDBAGS - 1 ROW HIGH . ................. • , , i06 EA ATIONS SHALL COIIMMENCF UNTIL A PREGRADING Q� OF OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS WTHAYA SINGHANET, R.GR.G.E. 782 DATE �. NO GRADING OPER ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL EXPIRATION DATE: 12- 31 -200T pEESS /O TEMPORARY SILT FENCE ................................. 475 Lc' MEETING HAS BEEN HELD ONSITF WiTH THE M.LOW�NG PEOPLE _ PRESENT- ITY INSPECTOR; CIVIL ENGINEER; SOILS ENGINEER G1NFE P S IN . �� .'' - R /N� hk,Q ��� Gy T �i PROPER LE ........... . ....... r:RADINr CONTRA :TOR AND PERMITTEE. THE PREGRADING MEETING D. EROSION CONTROL CC) BUR %P. -IALL BE SCHEGJLLP WITH THE CITY AT LEAST 48 HOURS IN �� O ADVANCE BY CALLING NG (760) 633 -2770. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT c O w � 12 � m O aC Exp. 12 -3t -ot � EXISTING GRADE . ..... ............................... 3 � 10. i ..Giq� ULIN DIRT OR CONSTRUCTION' MATERJAI -S TO ANY 0 HA . TOM MARTIN A T (760) 632 -5219. w m Exp5 - , - 31M F0 _ � - } �` �Fp GP ' PAD ELEVATION . . PROPO� CONSi ZUCTION SITE WITHIN THIS PROJECT THE 2. EQUIPMENT AND WORKERS FOR Eb"GENCY WORK SHALL BE MADE 2 g * � TFCHN� PAD =341.5 DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE AVAILABLE AT ALL TIMES - DURING THE RAINY SEASON. ALL NECESSARY CITY ENGINEER FOR TIE PROPOSED HAUL ROUTE THE DEVELOPER MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS �>,9�F/�ING, G� �P CAl.L FINISH FLOOR ELEVATION FF = 3420 SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN O • ' • ' • ' • • ' ' ' ' ' ' • ' ' ' ' • ' . OF�Al.1F 405- CITY ENGINEER MAY IMPOSE WITH REGARDS TO 774E HAULING RAIN IS IMMINENT. ,y FINISH GRADE ....... ............................... OPERATION. I DEVICES SHOWN ON PLANS SHALL irOT BE MOVED OR MODIFIED S - RK R OF WO Ce C"M n 1 '. UPON FINAL COMPLETION OF THE WOM UNDER THE Gr7ADING iNTHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. EXISTING CONTOUR ............... . .................... � 3co PERMIT BUT °RIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVIt:ES i HEREBY DECLARE THAT i AM THE ENGINEER OF WORK FOR THIS FINISH GRADE CONTOUR ................................. SHALL BE PROVIDED STAT IG: TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER THE GR. )' "G UNDER PERMIT N{0 5W9-G HAS BEEN AFTER EACH RUN -OFF PRODUCING RAINFALL PROJECT, THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN 0 �ERFORME� .N SUBSTANTIAL C'yNFORMANCE WITH THE �7NE PROJECT AS DEFINED IN SECTION 6703 OF THE DAY 'H WN ON THE ATTACHED CO N TRACTOR SHALL INSTALL ADDITIONAL E ROSION CONTROL BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS LIGHT LINE ......... ............................... . ..... �f - - APPROVED GRADING PLAN OR A. _ O 5. THE CdY CONSISTENT WITH CURRENT STANDARDS. AS- GRADED PLAN. " _ _ MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE THIS STATEMENT SHALL BE FOLL0"ED BY THE DATE AND TO INCOMPLETE G LADING OPERATION OR UNFORESEEN I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND FILL SLOPES�2 MAXIMUM) ............................. . St^NATURE OF THE CIVIL ENGINEER WHO CEf?7IF7ES SUCH CIRCUMSTANCES WHICH MAY ARISE SPECIFICATIONS BY THE CITY OF ENCiNITAS IS CONFINED TO A GRADING JPER.ATiON. REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, CUT SLOPES (2:1 MAXIMUM) .............................. S THE CONTRACTOR SHALL BE RESP AND SHALL TA KE OF MY RESPONSIBILITIES FOR PROJECT DESIGN. "? : A I MPOUNDED WATERS CREATE A HAZARDOUS RDOUS CONDITION / .�,. NOTtt�CAT -IONS `��`� ' � ..G. DATE: •/ •/�I • Q9 T OP OF SLOPE BERM .... ............................... -�- � -�-' By - �!ISTFNCE AND LOCA110N OF UT1U7MS PIPES 7. ALL EROSiON CONTROL MEASURES PROVIDED PER THE APPROVED MICHAEL K. PASKO EXISTING GLADE. • ' • ' ' ' ' ' ' ' ' ' • ' • ' • ' EG AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY GRADING PLAN SHALL BE INCORPORATED HEREON. R.C.E. 41022 EXP. 313112003 o ' A - SEA 2CH OF AVAILABLE RECORDS. TO THE BEST OF OUR 135 LIVERPOOL DRIVE, SUITE D. CARDIFF, CA 92007 (760) 753 - 1453 v FiNISH GRADE ........................................ FG .ttv ?WLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN d GRADED AREAS AROUND THE PROJECT MUST DRAIN Z ON THESE PLANS, HOWEVER: Y FROM THE FACE OF SLOPE AT THE CONCLUSION OF THE CONTRACTOR IS REQUIRED To TAKE DUE PRECAUTIONARY AWAY DAB DAYLIGHT . .......... ............................... . DL EAC MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES " s T h ONSTBILt7Y LOCATED AT THE WORK SITE 1T IS THE CONTRACTORS RESP 9_ ALL REMOVABLE DEKCE'S Sh"M SHALL BE IN TOP OF RETAINING WALL . _ TW 1 TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR AT THE END OF EACH WORKING DAY WHEN 1HE FIVE IT IS AGREED THAT FIELD CONDITIONS MAY PE70EWE CHANCES TO ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' - ' ' ' ' ' ' ' ' ' STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND DAY RAIN PRO13ABlUTY FORECAST EXCEEDS FORTY PERCENT r4OX). THESE PLANS. LOCATION OF UTiLITIES AND NOTIFICATION OF COMMENCEMENT OF WOW SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH IT IS-F'URTHER AGREE THAT THE OWNER (DEVELOPER) SHALL HAVE A BOTTOM OF RETAINING WALL .............................. BW RAINFALL REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR A. SEWER: CARDIFF SAIWTATION DiS7RiCT (760) 633 - 2772 ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES M0TE-- 10. SHOULD GERMINATION OF HYDROSEEDE MOPES FAIL TO PROWOE ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLE770N OF ALL QiIANTTTiES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY AND SHOULD NOT BE ta01NSI'DERED 9L GAS & ELECTRIC.- SAN DIEGO GAS a; ELECTRIC CO. (619) 232 - 4252 EFFECTIVE COVERAGE OF GRADED SLOPES (9OX COVERAGE) PRIOR IMPROVEMENTS ACCURATE OR CERTIFIED QUANTITIES QUANTITIES SHOWN SHALL NOT BE USED FOR CONTRACT PURPOSES. TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH C WATER; OIMWD (760) 753 -6466 DIG ALERT PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION i HEREBY CERTiFY THAT A R SOILS ENGINEER OR GEOLOGIST DOUBLE LL D. TELEPHONE: PACIFIC BELL 1- 800 - 422 -4133 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF HAS BEEN OR WILL BE RETAINED TO SUPERVISE ALL GRADING ACTIVITY- RANCH ROAD (619) 298 -0595 THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. f:)(PRI � E CABLE T. V.: 0AN?ELS CABLENS70N 1 -800 -422 -4133 11. HYDROSEFDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED STEEPER THAN 6:1 (HORIZONT T O VERTICAL)_WHEN THEY ARE: SIGNATURE: .,,Std � . N�l�►'�v. � ) DOVE HOLLOW E CONTRACTOR WALL NN THE K THIS PR OJ ECT �T60 2770. Q FEET OR MORE� IN HEIGHT AV CU L ARE� T,NVLESS SLOPE IS NOT SUBJECT TO EROSION � � ROAD (PRIVATE) PRIOR TO BEGIN A ON OWNER: TORN MARTIN � DLIE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY PRIVATE 3L THE CONTRACTOR SHALL GNE 24 HOURS NOTICE ON CALLS FOR ENGINEER. ADDRESS: 1207 VILLAGE VIEW, ENCINITAS; CA 92024 DRIVE INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT -35 BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL 12. TYPICAL HYflROSEED MIX: ASSESSOR'S PARCEL. NO. 264 - 240 Z '(�' fk, round Service Alert g ot E S s / 0 IN v 2000 LBS /AC MIN WOOD FIBER MULCH G rvG�l JACK 1000 LBS /AC (MIN) AMMONIUM PHOSPHATE SULPHATE TELEPHONE: (760) 632 -5219 o P��P�` E � K• ' AS BUILT 20 �S /AC(MiN� FFSCUE,�ZORRO ; 2 \ p rJ Can: TOLL FRfE `�L 0 OR EQUAL INI TAS FIRE DEPARTMENT CARDIFF SANITATION DISTRICT A 1-800 LBS /AC (MI) OL1 VENHAiN MUN. WATER DISTRICT ENCINITAS ��� rn LMAL DBE N ROSE CLOVER �� 422 -4133 0C RICE: 41022 EXP. 3/31/2003 DATE 13 IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL LOT 3 OF CiTY OF ENCINITAS TRACT MAP of THE SOIL AT THE OPTIMUM LEVEL FOR THE ,I %4Cf ff Y MAP REVIEWED BY: - MAP 1332 RECORDED APRIL _ �l�rf C I Y W OQ`�`! w A 93029 PER 0. GROWTH OF THE HYDROSEED. �I tQ �0 TWO WORKING DAM �'E YOU M F 25, 1996. REFERENCE MAP 13320 FOR NO SCALE OF COMPLETE BOUNDARY DATA AND C Al INSPECTOR DATE MONUMiENTATION DESCRIPTIONS BY DATE BY DATE DATE �y ARK oC 0073 SCALE COMMUNITY DEVELOPMENT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. REVISIONS DA TE REFERENCES DATE BENCH M ADD SHlrET 3 /� ff T /N/ CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPER VISION OF RECOM APPROVED GRADING PLANS FOR: 5 869 - G RE V/SC WALL r!' V IA IA rf STEEL FENCE POST AT SW COR INT HORIZONTAL- 1 " =20 MARTIN RESIDENCE ,*DD S N 1 EL CAMINO DEL NORTE & RHO SANTA / DATE: - B Y. _ BY /�/ ra40i✓ _ 00 FE RD 23 W VERTICAL- RHO SANTA FE RD & VERTICAL- N/A 4 1Z3h9 [�--- DATE: DATE: - �� LOT 3 MAP 13320 'S ' AT 60' S EL CAMiNO DEL NORTE CL •,`• "'~ ENGINEER OF WORK R.C.E. 41022 S•, � M L) BY GATE MICHAEL K. PASKO EXP. 3/31/2003 DOUBLE LL FARMS ( TM 93 -029) EL 119.476 DATUM: M.S � HEE r 1 ( e \Pto ECrS\uaot3\Pwcs \MOM - lo. DM PL i- s Az _ `-- - - 71E- - UNE N71- 44'04' 2 .s — — — — — — C, o I I I -- - - - - -- ` �� - - -- -- - -- - -\ P G h / " I I I EXISTING WATER �.- \ \_\ \ 3 \ 6 0�� AC P SERVICE \ �►. \ \ � ^ � tom+ VI�T g \\ `p " � �• Q � / 6b N571'#4'04\ ` V� S�EE'1' 3 A V 661.14' • . . . 6 O T FILL IP RAP O.E.D. i N45`58 20'W � ER NOTE 3 1 197.67' K fi T�• 5 \� + I 1 1 \ \ \ \ O \ \ N I I gX 1� \ \ \ G \ Z �1 BEGIN NEW 6 AC DIKE O -EXIST 20 • - - - 1= EARTH SWALE I� - 1 EP OPPOSITE NORTH SIDE OF 1 4" D 't 4� ��� / \ PER DI 3/2 / ! EARTH SWALE \ k I I „� v BAGS II o I \ \ \ 4 . �, GRAVEL II I v La 1 \ \ SUBDRAIN 1` / '� \ ' f TOd OF III 1 DE� I 1 6 AC DIKE PER TOP T , � FENCE a l r o' G -5 O EXIST EP � hp �,, 6 AC DIi.KE W � SL FENCE PER 5 / R I OVE EXIST (� O 1 L_v 1 �•�' FF. 83 1' ' I A DIKE AS jj!5•" \ 1 1.5 - 01.7 02.0 r ► '' I R Q D O NEW 1 Z 9� D I VE OPENING IE 8- SD O� .� �' L B 1 5 I RAD 1 DEEPENED ' ! (177.112) EX SS LA Z 7 4 P F. R� �, 1 �-�Sp S -3 .O. S -3 TIE O. FOO�I'NGS PER 4 > i C PER 1 CS 202 1 OPEN SPACE EASEMENT _ � 5. 196.01E HOU PLANS \ " !r TYPE A 0 1 1 FOR FLOODW 0 4 AY PURPOSES t DIKE PER G-5 7 � ? DET 2 EXIST AC DIKE s UTOFF DRAIN 195.5 6+ JOIN NEW 6 AC 1 Q N ao •� r _ _ � ~ PER MAP 13320 \ 2 • a 1 1 r '' II - c� •�� ` \ ` \ \ \ 1 i \ t �1 / E� �r DA GHT a ` , ��Q; \ 1 PA�1. I �r OF •� Il \ 4" P✓C Dt / N 1 - do - II ^, N 4f 1 ` 1 �z \ I '` II x \\ " O tt /1Q�V,4 rEj 1 T OF �. � -� 1 1 / ++ OPE EXIST 6 � \\ �� 1 . 1 ` r 1 `,� FF.- 209. 0 , \. ,\ A��IKE Z F ! \ RE AIIVING WALC SLOP \ .10 1 PER OUSE PLA S E I 4 SvaD& hV / AC LED Il EXIST 6 SEE NOTE 4 �'�' /� / AC DIKE l \ 1 k , 4 SZ '' � : � 1 1 1 � 1 1 � �� X45 f�4�T o �D n� \ lvl t 1 1 �! I 4 y t SUBDRAAV, ` AfNd P �� �� 6 f f 1 1 1 �DEr 5 2 1 D1�:T 2 4 '1 t i kI V 7 3/ 1S2' AC t \ f '� i Q OVE EXIST AC �'�+r x 1 r ` ' A B• RA KE RE 1 1 1 o t o .s \ 1.� R� 3 223 cv o NO I 1 ` N y ,, t y , EP Z :r j:z RTH SWALE (7YP) A r, T � ` � 196 11 � � I -- g � 1 1 ` 1 A S -31 0� • 1 i 1 SUH 1 — 1►�� � I SEC ' - - - — 196 0 .. r. 1 DEEPEN ODT7N6 —� — L — _ — — — 1 643.25' 1 A 'y n N571 44 04 E 1 T T T C ll l + n l .. - �. V ii -- __ - PEF�HOUSE PLANS TRa SITION t "vD OF D- 75 TO 1 v 1 ' REM E 01171 1 \ i Y ALE SECTION c^ ' EAST AC OVERSIDE DRAIN W/ �E LETTER OF FOR 1 1,�, \ SEE NOTE 4 � _ _ _ MdT�EAR7H SW 1 01•r5!T NORK F ROM McCOMAS S 1 1�., �� , _ ___L - - '� RIP -RAP O.E.D. PER G -4402 DATED 3;12/99 ON FILE W/ CITY EX D -75 PCC DI ! 1 ► 1� \ 8" SD OUTLET TO PCC �_u 1 ` 183 179 \ L DI TCH FL 195.5 iE � 1 1 1 V S' SLOPE DAYLIGHT 1.5.1- TEMP SLOPE (H < 8 0' 10' S' 0 20' 40 2� 4' IV d' 4' OG TOP OF SLOPE D-75 T Y P E A 1 2: i SLOPE 1:1 PROJEC77ON SCALE. 1 " =20' 6" PER DACE Z =2 BROW DITCH 3' MIN `� ", y� _ 2' PAD DA 20 OT DRi VlE W 4 Y CEN DATA ROPE PER PLAN �! TYPICAL 1 DS1' � O FG - 199.5 2-1 FILL SLOPE BRG/bELTA RADIUS LENGTH (VAAYU� - 2:1 MAX) .. _ _ , . RECOMPACT 1 r 5X - _ _ _ _ 1 :1 PROJECTION OA S43'15'S6'W - 6.00' SUBDRAIN PER -- • • _ - _ - - - 1y" NATFVE CLAY MATERNAL SCARIFIED DET 512 S43'15'56 "W 27.49' AND RECOMPACTED TO 90% RC - lon ED' REMOVE - - \ .. B =1' SOILS ENGINEER TO APPROVE KEY _ — OG 12' P A TIVE BADE O 95X R © 9038'23' 40.00' 63.28' 1 AC/b' CL 2 BASE/ SLOP PER PLAN SWALE LINING MATERIAL RECOMPACT 2 " � ^ D I' . PER SOILS ENGNEER (VARIES - 21 MAX) CHANNEL RUN O IX MIN f- Q ' 49.23' � i�' 35'15 36 80.00 to DETAIL 1: PRIVATE ,eta` CROSS SECTION M7AX 3: EARTH SWALE CROSS SECTION SECTION A•. TYPICAL BUILDING PAD CROSS SECTION KEY Q 937'21 80.00' 3. 66' NO SCALE NO SCALE NO SCALE (D N83"58' 38"W - 21. { t' NOTES.-- 1) ALL AC DIKE BE PER G-5, TI A. © 24'16'37" 30.00' 12.71' I' MNV LIP O ALL tE0- z' 1�Kar NATIVE PAD: ."020 FABRIC JOINTS (TYPICAL) BAC KFILL CAP e'• 2) ALL STORM DRAIN AND SUBDRAIN CLEANOUTS SHALL BE PER S-1 TYPE A. CAST © N71 — 17.18' � IRON GATE CAP SHALL NOT BE LABELED. OI N71'44'04"E — 56.00' FILTER FABRIC ENVELOPE 3) RIP RAP OUTLET ENERGY DISSAPATOR (O.E:D.) SHALL BE PER D 10' THK JU — : j Q N5'S4'S9'� 2a0G '' /\ t- �--� (MIRAFI 14ON OR FACING CLASS STONE OVER 6" D.G FILTER SECTION. O!E.D. SHALL BE 5' WDE x 8' ' APPROVED EQUAL) LONG .. 3=10' 2 ' 1 - 1 TREN - ♦! © N5"S4'S9'� - 16.n0' C7.1 FILL COVER (MIIV) • . ' ..� ` 4" /NON- 4) RETAINING WALLS AND FOOTINGS THAT ARE PART OF THE REStODVTiAL STRUCTURE I to Fi1TURrl SEPARATION ' / _ :. ' _ _� PERFORATED DRAIN NOTED HEREON ARE SHOWN FOR REFERENCE ONLY AND ARE NOT PART OF THIS PLAN. POOL I I MINN" DEPTH OF DRAIV 1 BUS PAD .� PIPE O 0.5X MIN I I SECTION AT 1' BELOW ;' e a A i t I I 197 EASEMENT DATA: F E S S/ tt BOTTOM OF REINFORCED _ •� � �' r POOL SECTION •• I&-- INGRESS, EGRESS AND UTILITY EASEMENT GRANTED TO McCOf�IAS PER F/p R� O U ( ) - - - - I MAX ELEV -196.5 SLOPE PER PLAN 4 BEDDING MIN .: - �\ ,\ /. ///.\ -`\ �� / 1998- 0607673 RECb 9113198 0 ��,E.L K. o b e 4 d' 1 (VARIES - 2:1 MAX) /� /� ' / / 4" /PERFORATED ®— SEWER EASEMENT GRANTED TO CARDIFF SANITATION DISTRICT PER MAP 13320 8' 10 SCH 40 DRAIN PIPE O 1X MIN c PERFORATED DRAIN 3 4' - 1 -1 " � WATERLINE EASEMENT GRANTED TO OUV0ENHAIN MUNICIPAL WATER DISTRICT PER c� ft sm � +� GEOTFX FABRIC - MIRAFl PIPE O 1 X MIN SLOPE CL GRA 1/E F/p 1998 - 0406689 RECD 7/1/98 d TILE EKES 3­31 • 14ON OR APPROVED EQUIVALENT E/ISFMa'1 • UILDING PAD DETAIL 3: SUBDRAIN �� AacviwT c V i t �`� • t1iETA� CUTOFF DRAIN CROSS SECTION DETAIL 4. TOP OF SLOPE BERM O 8 Z&V 02&6234 r MAP ;4499 ANO PER F74 1996 epe? - NO SCALE 35 V - a& Zrc'b F OF CAI �FO CA SCALE N O SCALE S /P2 /2uA0 Q ; . REVISIONS APPROVED DA 7E REFERENCES DATE BENCH MARK OC 0073 SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCI NITAS ENGINEERING DEPARTMENT DRAWING N0. AW SNEW? 3 71 CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOM D APP OVED GRADING PLANS FOR: 586 9-G REV 15 WALL. PE 11161" STEEL FENCE POST AT SW COR INT HORIZONTAL: 1 " =20' BY BY � MARTIN RESIDENCE V 3 REVISE Wi1LC ECEV.4T /4'V 9//(./f9 EL CAM1N0 DEL NORTE & RHO SANTA 1 FE RD 23' W RHO SANTA FE RD & VERTICAL• N/A DATE. 4' 17 AD 5H o• 60 S EL CAMINO DEL NOR1E CL 4 � � o t- . -9.- Q LOT 3 MAP lW20 ENGINEER OF WORK R.C.E. 41022 DATE: .7 �9 DATE: Q PVT D Z4/Al&zxlw -- o0 EL 179.476 (DATUM: M.S.L) MICHAEL K. PASKO EXP. 3/31/2003 DOUBLE LL FARMS (TM 93-029) r�_;WET 2 OF ., Apr 14, 1999 - 15 \LL- LOT3\DWGS \99101- 2a.DWG PLOT 0 1 " =20' wi w �A Of Orr WALL 3 210 4" DRAIN TO SWALE 200 CUT COMPACS PER X00 4" DRAIN TO QAYLKW - - - -- <' ` � 88.015 CONSTRUCTION DETAIL 0+00 GRAM - ,�� t // 1 i i • mom 4� t j z :, ' • °° / % ' % �' i I i -' T — — — — — — — — — — — — — — — — — — — — — — • ... .� =..�•a % % 2 00 20133 2W - � t I I I — — — — '' VAILL 2 ' % !7 s OLID 0+07.76 4 PERFORATED PVC 0+26 0+3625 190 wo 0+13.25 -----------------0+32. � 1 1 PVC TO DRAIN 189 4" PERFORATED PVC WALL 1 , ,, SWALE 0+00 0+00 � ". � � 0 +26 0+60 % I 4" SOLID PVC TO SWALE i WALL 3 0+35.25 \ 210 � � � �` •, 02. ; CUT COMPACS PER 2 0 M 210 WALL 1 o �� CONSTRUCTION DETAIL 201. . 0+00 \ < \ SM ur UNM To `.. \0+07. �� \ ; \� , — AFKAAWM Co�tnr� M Co ri{ 4" DRAIN TO CLEANOUr ZO0 - _ 20Q00 00 = - ZOO 0+ 0+1326 0+26 0+3226 4" PERFORATED PVC 4" SOLID PVC TO DAYLIGHT + WALL PLAN A w ` KtL0InLL 9011 0TANDAR0 0WITS 111ICWVT WALL !K11 SCALE r= 20' HRST COURSE SECOND COURSE o nna. aaaeI a • wiu rAM Caw" alolw {RIBS TO A► IIiD11111'IIO�U . MlTS7aN ooftm"w, tow LEGEND �`�� 8TRATAGRID 200+ — WALL PROFILES LENGTH CHANGE scALE = r= s CAP UNITS _ -- COMPAC UNiTB STANDARD UNITS I CONSTRUCTION DETAILS NO SCALE INSTALLATION KEYSTONE WALL UNITS SHALL BE PLACED AS SHOWN IN THE INSTALLATION SECTION OF THE "KEYSTONE CONSTRUCTION MANUAL" AS FURNISHED BY KEYSTONE RETAINING WALL SYSTEMS. LIFTS OF REINFORCED BACKFILL SHALL BE LIMITED TO 8" AND SHALL BE PLACED AND COMPACTED CAP UNIT TO THE ELEVATION SHOWN FOR THE NEXT GRID LAYER.. 3/4" ROCK SHALL BE PLACED CONCURRENTLY WITH THESE LIFTS, WITHIN THE UNITS, SEPARATED FROM THE FILL BY FILTER FABRIC, 1 2" AS INDICATED ON THE SECTION DRAWING. 2 11 PIN (TYPICAL) FRONT PIN POSITIONS SHALL BE USED. 1 F / ,p 1 CRUSHED ROCK (3/4" MAX.) GEOGRID, AS SPECIFIED, SHOULD BE PLACED AT THE ELEVATIONS AND LENGTHS AS SHOWN ON 6 AS DIKE WALL ON �B� 2 / V THE PROFILE DRAWING, FOLLOWING THE PROCEDURE CALLED OUT IN THE GEOGRID INSTALLATION �/ / / STANDAR KONE EYST SECTION OF THE "KEYSTONE CONSTRUCTION MANUAL ". � ( ) CAP UNITS WALL 2B WALL 3 / SEE INSTALLATION THE REINFORCED WALL FILL AND ANY ADDITIONAL FILL SHALL HAVE A PHI ANGLE OF AT LEAST ADHESNE NOTES G STANDARD COMPAC - 30 DEGR AND SHALL BE PLACED AT 90% RELATIVE COMPACTION. IN A THREE FOOT ZONE COMPAC UNITS �� REINFORCED i UNIT (TYPICAL) FILL IMMEDIATELY BEHIND THE UNITS, COMPACTION SHALL BE BY WALK BEHIND VIBRATING COMPACTORS GRID TYPE AND _ L _ _// ��` GEOGRID 0 THE VIBRATING COMPONENT SHALL NOT BE OPERATED CLOSER THAN 12 INCHES FROM THE REAR ELEVATION PROFI ROM 1 1 / / AS REQUIRED = OF THE UNITS. THIS LAST 12 INCHES SHALL BE COMPACTED USING THE ROLLING FUNCTION ONLY. 1 FILTER ABR O USE FRONT o ( , / 1 12" MATERIALS O O — — — — PINS 32 r GRID LENGTH DRAIN PER GRADING PLAN ( COMPAC UNITS ) /I FROM PROFILE 1 FACING MATERIAL SHALL BE KEYSTONE UNITS AS COVERED IN I.C.B.O. ER4599, DATED MAY 1, 1997 36" X 6" (3/4" MAX ROCK) — — — — Q: OVER PINS AND PULLED GEOGRID TO BE INSTALLED AS GRADE N, TYPE1 PER UBC STANDARD 21 -4, WITH 28 DAY COMPRESSION OF 3,000 PSI AND LEVELING PAD �, _ MAXIMUM WATER ABSORBTION OF 8%. UNITS SHALL BE STANDARD, COMPAC AND CAP UNITS 4" PERFORATED PIPE TIGHT BEFORE BACKFILL AS SHOWN ON THE PROFILES, COLOR GRAY. TOP UNITS SHALL BE 8 AND 4 CAP UNITS AS SHOWN ON THE WALL SECTIONS AND SHALL BE PLACED USING AN APPROVED CONSTRUCTION STANDARD UNITS 8" 4" GEOGRID INSET FROM UNIT FACE ADHESIVE, UNITS) E, ON ONE SIDE ONLY OF THE LOWER UNIT, IN ADDITION TO THE REGULAR PINS. � - 0 '' GEOGRID MATERIAL SHALL BE STRATA — GRID 200+ AS INDICATED ON THE PROFILE. 0 WALL REFERENCE NUMBERS t ROf E S S / 0 4" PERFORATED AND NON PERFORATED DRAIN SHALL BE PVC, SDR 35. 21 " 18 p Q A. 7 (ALL UNITS) 9,1 �7f �s SPECIAL INSPECT (STANDARD UNITS TYPICAL SECTION H Z � BCAtJE: v4* = f-or else SPECIAL INSPECTION IS REQUIRED FOR THE CONTROL OF THE COMPACTION IN THE REINFORCED ZONE * pip 9 A Jb ND THE PLACEMENT OF THE FACING -UNITS AND GRID, AS CALLED FOR IN SECTION 2.5 OF ICBO sl EVALUATION REPORT 4599, DATED MAY 1, 1997. � BLOCK DETAIL �lF c/vI� Eo��� NOT M SCALE OF CAL PROFESSIONALLY RESPONSIBLE FOR THIS SHEET ONLY o REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE COMMUNITY DEVELOPMENT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. Fl REQUIREMENTS GRID LENGTHS AND RAB 9/2/99 CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED KEYSTONE WALL DETAILS FOR: STEEL FENCE POST AT SW COR INT HORIZONTAL: NOTED EL CAMINO DEL NORSE do RHO SANTA BY. BY MARTIN RESIDENCE 5869 FE RD 23 W RHO SANTA FE RD & VERTICAL: NOTED 3 i4 DO SfAEET OQ 60' S EL CAMINO DEL NORSE CL DATE: 1fi EL 119.476 DATUM: M.S.L. ENGINEER G. WORK R.C.E. 8298 DATE: DATE LOT 3 MAP 13320 ROBERT A. BASYE EXP. 913012000 DOUBLE LL FARMS (TM 93 -029) SHEET 3 o if 4- i E 8" PIS 55 tvk OW40 C 5 202 \ �x #1 4-W /.�`• !76•Z� LR EE111Dr (FOR SHEET 4 ONL I ' , �_v fi 1 — --- 170 J \ ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WVRKS too / D ` l` \ \ CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROWSIONS THE STANDARD SPECIFICATIONS FOR PUBLIC WnRKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS I v COMMITTEE). AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). y ► I I I 20 11 � � T1NG W�TER ' � ry / 1 \ WORK TO BE DONE yN� AC PVW�T P VIC I ZD �i \ ►� I N671 0 E 661.14' 110 , \ - DESCRIPTION SYMBOL QUANTITY VERMIT EARTHWORK: FILL . ............................ . - 415 CY A \\ 20 10 5 0 20 40 '•� j BUILDING No. 99 -5 7 _. EARTHWORK: REMDIAL . ......................... . - 71 CY �Z_ z T�- I i \ \ SCALE: 1"--20' r MISC AC PAVING . ............................. . 85 SF If Z J N If BARN PADt I SLOPE A AY OM 4 w J Ih" o, \ I 1 172.9 BARN VA IES FROM �i► 2X TO I OX \ EROSION CONTROL III Q% J TEMPORARY SILT FENCE . ........................ . - 19(- hlf -)9f- 325 LF c LO Lu LL 1 TEMPORARY SANDBAGS - 1 ROW HIGH . .............. . 4 W ! �e j�� 1 / ^ 1 \ \ V) I ' k� �ar t \ , +� �.v �, \ \ SLOPE PLANTING (HYDROSEED) ...................... I . . I 1.2 kSF SAGS - 1 ROW HIGH r v l \ \ \ I ' to I I I •�� I n - r \ \- GENERAL NOTES: ` ► f / / ' �-� \ ALL QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY AND SHOULD NOT BE CONSIDERED H SEED ^ OPEN SPACE EASEMENT \ ACCURATE OR CERTIFIED QUANTITIES SHOW QUANTITIES SHO SHALL NOT BE USED FOR CONTRACT PURPOSES d• � 7 SLOP � I 7� I.I / / �N FOR FLOODWAY PURPOSES r •9� /� / ,, PER MAP 13320 \ J '' 7 ^ SEE SHEET 1 FOR GENERAL PLAN LEGEND. i c I , NO F LL W ADING A 111 I 'I f I \ j WITHIN OPEN SPACE EASEMENT \ \ \ j 1 X111 l t I 1 SEE NOTE 1 \ �� x \\ 1 2 \� SANDR SHEE 4 PLAN NOTES: A ' \ \ - '� C4 I ~`�"` N I 1 ROW H \ \ 1. THE RAMP GRADING IS NON ENGINEERED FILL. CL I_ ' \ 2. THE TOPOGRAPHY FOR THE BARN AREA GRADING SHOWN ON THIS SHEET IS BASED ON A FIELD SURVEY •?�� / I - \ I \ PERFORMED BY JON BLAKE LAND SURVEWNG ON 5120/99. cn ,� , �• I 2 I EXIST 6 "���� \ \ \ r y i , �'� �� 3. THIS SHEET IS FOR THE BARN AREA GRADING ON EAST SIDE OF THE AC DRI ONLY - SEE SHEET 2 D FOR RESIDENTIAL HOME SITE GRADING. 4_ 4 v ACCESS APRON► \ Qj PER DET �/4 i t' Ex M 2 6 VjN yl 1 1 .E� , 1 DL 1 \ EASEMENT DATA: ' �� - �� INGRESS, EGRESS AND UTILITY EASEMENT GRANTED TO McCOMAS PER F/p X77 9Z { \ If \ 1998- 0607673 RECD 9123198 SEWER EASEMENT GRANTED -O CARDIFF SANITATION DISTRICT PER MAP 13320 wo • '� ' ' \ ©- WATERLINE EASEMENT GRANTED TO OUVENHAIN MUNICIPAL WATER DISTRICT PER � C N571 44 04 E I I 1 \ 6 43.25 \ �. \ \ F/p 1998 - 0406689 RECD 711198 IV xn ' •• ll _ �XI AC OVERSIDE DRAIN W/ All RAP O G-4402 ' ` M . E D PER . ` \ � \ ' nT � -� e � \ Qp -- PRIVATE ROAD EASEMENT DER MAP 13320 � \ �• 1 179.34 � ,' ` 1 , �_v ` i� AC APRON n I \ \ \ \ 1 I \ PER DS -7 NEW -DAMP SURFACE - __r �� \ I \ \ REMOVE 28' OF ALL RAMP GRADING IS M EXISTING 6" AC DIKE pA VIAC NON - ENGINEERED FILL a N w S► 't I \ �, �. �,• , EXISTING FILL s 1 I ` EXISTING AC DRIVE ' ,~ • �:''" ` • ' SLOPE PER 4402 -G o IMPROVEMENTS PER ...,:.: {. a� DWG 4402 -G ap � �j + 1� „ RECOMC ¢ De.4 /M EX rE�vS /ON P EX a SS L /NE: SCARIFY & PA .� O . G D �� G : (� ° APRON WIDTH 18' NATIVE MATERIAL O 9OX Bd rr �1 F EN 8 Pv /7 T 4 RC (12" DEEP) • rOP Of iVrW CV EX 8" TC� �SECU/2ELY T1� l°1P&VrA1r " ` , 2 SAWCUT & REMOVE 28' OF EXISTING w (� /rla✓EMENT OF L/A/E� AC DIKE • C 70 SAC&Arlt L 7we' SPACE BE r7 U r HE AWAI 4" DA!A/A/ t mle' ANa 7'#S' E rX 8 " S S c 1A✓E DETAIL 1: AC RAMP O EXISTING AC DIKE 1✓1ThN P - S A Ck' SL LIJC e *r. 5L J-oei *r ASA GCF /G [ 7b EXTEND P4"' ON E'/TRIER S IDE qF eX. $" SS L1AIF, NO SCALE C,A' Ad0W 701v OPC a'* S S L 1AW AAW b" SELGry 8 8d'rrOM 0.0 NrW ¢ 0,eWA/ G //iF. N a •... -ti U Q' pf ESS / K. N& 41022 •� d EXPIRE S 3-31 -2003 � U X1 .11 c I v I l ���! rA A REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SSE DESIG BY 7 DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: ADD SHEET 4 Q 00 STEEL FENCE POST AT SW COR INT HORIZONTAL: 1" =20' 5869 —G cu Z j & ADVj0WW1 A1&Pf1W _ Op EL CAMINO DEL NORTE & RHO SANTA / �;� BY: BY: MARTIN RESIDENCE - BARN SITE FE RD 23 W RHO SAN FE RD & VERTICAL: N/A ! �u L �, /(i ZZ,__D T E: _ 0 > 60 S EL CAMINO DEL NORTE CL ENGINEER OF WORK R.C.E 41022 DATE: DATE LOT 3 MAP 13320 a EL 119.476 (DATUM: M.S.L) MICHAEL K. PASKO EXP. 313112003 DOUBLE LL FARMS (TM 93 -029) SHEET 4 OF 4 U M Apr 05, 2000 - 09 +14:28 \LL— LOT3 \DWGS \99101- 2a.DWG PLOT ® 1 " =20' r