The URL can be used to link to this page

2003-7879 G (Plans) I F 12' MAIN. 5' SAMC,UT E.P. SAN DI>EaNTO WATER M7R1CT MOTES GRADING M07E5 A. GENERAL LE(� STANDARD � SAM EJ051AMG PAVEMENT I. REV" OF INS PLAN BY SAN DEGUETO WATER DISTRICT DOES NOT CONSTTUTE A 1. ALL NARK 91ALL BE DONE IN ACCORDANCE NTH THESE PLANS TE STANDARD D. LANDSCAPING SECTION CREST DRIVE = REPWSDVTA77ON AS 70 THE ACCURACY O, 7HE LOCA71ON O, OR THE EXISTENCE OR N NI SPEOFICA71ONiS FOR PUBLIC IVRKS CONSTRUCTON, THE DESIGN CONSTRUCTION PROPERTY BOUNDARY 1. ALL SLOBS SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE NTH PLANS APPROVED E10STENKE �, ANY 11NDERGtOfUND UTILITY, PIPE UR SIRUCIURE WITHIN THE UANTS OF STANDARDS OF THE PTY LF ENpNIITAS AND THE SAN DIEGO AREA REGIONAL STANDARD 'G� BY THE CHIP ENGMVEER PLANS SHALL CONFORM 70 lHE p1Y ENpNNTAS GRADING _ THIS PROJECT. DRAWINGS ANY CHANCES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ADOP 3' _ I I I I ENGINEER PRIOR TO ANY REQUEST FAR INSPECTION NISfH GRADING AND PLINTH SHALL BE CCOM A PLlSIED AN ALL SLOPES PRIOR 10 &757W CONTOUR ° ° °° ° ° ° ° °° ° _� (I 2 ALL E)OTNG FACIL17ES 11111 AIRY AFFECT FINAL DE,96K I.E. LAME CROSSINGS, LINE 2 THE SOILS REPORT THEE PRFL/AAhVARY GE07EOWCAL INVESTGAnON PROPOSED ° ° ° °° PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EAIS71NG OR SINGLE FAMILY RESIDENCE AND DETACHED GARAGE, 1969 CREST DRIVE; PREPARED BY COAST OCTOBER 1 O AMMEDIAIELY UPON (a0N/PLEnAN OF ANY SLOPES GRADED BETWEEN OCTOI9ER f EX571WG ELENA nav PROPOSED UT lUTY CROSSINGS WITHIN 10 FEET OR PROPOSED WATER MAINS STALL BE GE07F"CAL DATED JANUARY 24 200:3' SHALL BE CONSIDERED AS A PART OF THIS GRADING AND APRIL f 5 ANN. 3' D.G: OVER NATURAL GRADE ON IMPROVEMENT PLANS ELECTRICAL AND SERER 70 CROSS UNDER WATER PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE PITH THE RECOMMENDATIONS AND COMPACTED TO 95% DRY DENSITY MAINS U OVEN 111111I PEWS901N BY SAN DIEGUITO WATER DISTRICT. SPECE7CA17ONS CONTAINED IN SAID REPORT. E. EROSION CONTROL NEW CONTOUR UNLESS OTHERiMSE SPEaM BY 3 APPROVAL OF INS PLAN DOES NOT CONSTITUTE APPROVAL OF 92ES� LOCH 77ON AND TYPE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RICHARD LAVACOT 760 753 - 9277 ) 24 HNRS SOILS ENGINEER BASED ON FIELD 3 CONTRACTOR AND OMNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO OF DRAINAGE FACU71ES, NOR OF IAAPROVEMENTS WTHIN STREET RIGHT-OF- YS SEPARATE 2. fQUEPMEIVT AND PORKERS FOR EAIERQENCY WORK SMALL BE MADE AV�LABLE AT ALL 3. OBSERVATIONS GRADE ANY DfSTING WATER FACILITY (FIRE HYDRANT, AFTERS, VALVES, VALVE BOJIES APPROVALS AND PERMITS FOUR THESE SHALL BE REQUIRED AV CONVNICTON NTH MMES DURING THE RAINY SEASON. ALL NECESSARY SHALL B STALL V IA AT ON NEW ELEVATION ETC) MHNCH S AFFECTED BY THEIR PROJECT ALL AFFECTED WATER FACEUI)ES MUST MEET MMPROVEMENT PLANS SITE AT COVVENlENT LOCATIONS l0 FACI<lTAlE RAPID CONSTRUCnOIN OF TEMPORARY D. G. SWALE DETAIL CURRENT SAN DIF070 WATER DISTRICT STANDARDS F FAOU7ES DO NOT AEET 4. WRITTEN PERMISSION SMALL BE OBTAINED FOR ANY OFF -97E GRADING STANDARDS: THEN TNEY SHALL BE UPGRADED TO CURRENT STANDARDS AT 7W QWWER'S 5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTONS REQUIRED TO PROTECT DEVICES NHEN RAN IS EMINENT. DAYLIGHT LAVE N. TS E)PENSE ADJACENT PROPER7ES DURING GRADING OPERA nONS ANYTHING DAMAGED OR DESTROYED 3 DE1110ES SHONN ON PUNS SHALL NOT BE MOVED OR MODIFIED WTHOUT THE APPROVAL SMALL BE REPLACED OR REPAIRED 70 CONDITION DMING PRIOR TO GRADING, OF THE ENGINEERING INSPECTOR GRASS -LINED SWALE 4. U71UIIES 70 MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WA TER 6 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH 1S 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 70 WORKING ORDER SAPCUT LINE T - 4 - -11 STORM WATER QUALITY GRASS OR TURF LINED SERVICES DISTURBED OR DESTROYED SHALL BE RTE- ESTABIJ90 AND REPLACED BY A REGISTERED 70 THE S47IWAC71ON OF THE CITY ENpNEER AFTER EACH RUN -OFF PRODUCING RAINFALL CONTROL CHANNEL OVER LANIDLO; TURF aw ENGINE A LICENSED LAND SURVEYOR 5 REINFORCEMIEIVT ER OR THE CONTRACTOR SHALL NVSTALL ADD1nOVAL EROSION CONTROL AIEASYARES AS MAY BE 5 A#WN HORIZONTAL SEPARATON OF 10 FEET REQUIRED BETNEEN ME HYDRANTS 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, REQUIRED BY 67HE CITY ENO WEER DUE TO UNCOMPLETED GRADING OPERATON OR BLADED SWALE _ AND SAN DIEGO GAS AND ELECTRIC VAULTS INCLUDING SHORING, AND 91ALL BE RESPONSIBLE FOR CONFORMING 70 ALL LOCAL, STATE UNFORESEEN CIRCUMSTANCES NI MAY ARISE AND FEDERAL SAFETY AND WEALTH` STANDARDS, LAW AND REGUUTANS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PREECAU71ONS TO ANCHOR _AN N. CROSS-FALL 6. ALL WATER SERVICES TO 6E CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER a GRADING AND EQUIPMENT OPERATING W7HIN ONE -HALF (112) MILE OF A STRUC7URE FOR PREVENT PUBLIC TRESPASS ONTO AREAS *HEN IMPOUNDED WA TERS CREATE A HAZARDOUS CONCREV HARDSCAPE P. G, C . TRAVELED WAYS WATER AEIERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN 7W HOURS OF &30 P.M. AND 730 COMDInO�i J _ AM. Nw AW SATURDAYS, S'UNOAn AND CITY RECOGyNIZED H"Am 7. ALL DMON CONTROL MUSURES PROVIDED PER THE APPROVED GRADING PUN SHALL BE - 6' -I 9 NO GRADING OPERA TONS SHALL COIMEINaE UNTIL A PREGRADING MEETING HAS BEEN INCORPORATED HEREON. _ _ _ HELD O 97E NTH 7HE Fp10MING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, S GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF NEW 6" PVC STORM DRAIN PIPE SDR 35 "ER, GRADING CONTRACTOR AND FEMME. THE PREGRADE All EEnNG SMALL BE SLOPE AT THE CONCLUSION OF EACH WORK DAY. ASPHALT DR" ILA Y SOILS ENpNE -� OVER 4' GLASS I A.B. SCHmm NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -277a NOTES � i I 1 =1 I i I I- UNLESS onirERNIS£ 10. PRIOR TO HAULM DINPT OR COVS7RUC7701V MATERIALS 1i7 ANY PROPOSED NEW 12 CATCH BASIN BY 70S' - -�- I. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL SpECIFED BY SOILS CONSTRUCTON 97E WITHIN 7HS PROJECT THE DIEVELOPER SHALL SUBMIT TO AND REMW 9, ALL REMOVABLE PROTECTIVE DEVICES SHOMN SHALL BE IN PLACE AT THE DO OF EACH 2 FOR GRASS OR TURF, INSTALL LAMXOK 7RN 450 EN G EER APPROVAL FROM TIME CITY ETV wv? FOR THE PROPOSED HAUL ROUTE: THE DEVELOPER TURF RETNFORIC MIENT MAT. SHALL COMPLY KITH ALL C"71ONS AND REQUIREMIENIS THE CITY ENGINEER MAY IMPOSE PERCENT DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY NEW 6" DIA AMUM GRATE BY W - ---�- - MI1H REGARDS TO THE HAULING OPERATION PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINIALL -- GRASS -LINED SWALE 11. UPON FINAL CO RETON OF 7W WORK UNDER TIE GRADING PERMIT BUT PRIOR TO FINAL 1a SHOULD GDWINA71ON OF H)DROSEEDED SLOPES FAA! TO PROVIDE EFFECTIVE COVERAGE • N. T.S. B GRADING APPROVAL AID /OR FINAL RELEASE OF SECURITY, AN AS GRADED CER77RCA71ON OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOWAOSEER 14 THE SLOPES SHALL BE 4 SEVER U7E1RAt SDItSn S - S S SHALL BE PROVIDED STA RNa- 'THE GRADING UNDER PERMIT NO 7879 -0 70P WALL HAS BEEN PERFORMED IN SUBSTANTAL CONFORMANCE WITH THE APPROVED GRADING PLAN STABILIZED NTH PUNCHED STRAIN INSTALLED IN ACCORDANCE NTH SECTOR 35023 OF' THE (ON-SITE ONLY OF? AS SHOWN ON THE ATTACHED AS- GRADED PLAN' THIS STATEMENT SHALL BE FOLLOWED EROSION AND SEDJM/ENT CONTROL HANDBOOK THE STALE CALIFORNIA DEPARTMENT OF SITE WALL PER AMdCEM'�TS PUN'S ELEV. PER PLAN CONSERVAnAN. (rrQ SEPARATE PERMI � 8Y THE DATE AND SIGNATURE OF THE CIVIL ENGINEETR WHO CERTIFIES SUCH GRADING WALL PER C� M45101 RY RETAINING OPERA 710TH WA TERPFW MEMBRANE PER ARa#IFCT SDRSD C -'7 SOILS ENGINEE'R'S OLRWICATE MASONRY WALL Smw C -3 BO TTOM _ 8 N 1, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALFARAIA, 3/4' GRAVEL WRAPPED IN fM'. )ER FABRRIC . PRINCIPALLY DON BUSINESS IN THE FIELD of APPLIED SOIL AHANIICS, HEREBY CER11F7 ELEI! PER PLAN BI THAT A SAMPLING AND STUDY O- THE SOILS CONOnONS PREVALENT WINN THIS SITE WAS SAND BAGS CDCDCDCDCDCD POKIER 1405 OR EQUAL � 1. THE EXISTENCE AND LOCATION OF UMD£RG�ROK/ND UT[IT1' PIPES AND STRUCTURES SHONIV 3 FT (a9 N) MIN, ON THESE PLANS MERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS: TO THE BEST OF MADE BY if OR UNDER MY DIIREC77ON BETWEEN TIE DATES 4' CIA PERFORATED PVC (SER M5 �j OUR KNOMLEDGE THEW ARE NO E)OS71NG UTIUTES EXCEPT AS SHOWN ON THESE PLANS, / . ONE COINPL.E7E COPY OF TEE SOILS REPORT COMPILED CLEANOUT SDRSD S-3 -® SLOPE • 1X MAW. & COIAVECT 70 HOB. FROM TENS STUDY, WITH Y RECOMMENDATONS, HAS BEEN SUBMITTED 70 THE ONCE OF ON S TA4M TF PRIVATE S DRAM RLINCIFF THE CITY ENGINEER. FURTHERMORE; I HAVE REMENED THESE GRADING PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY THE RECOMMENOA TONS INCLUDED IN THE STOICS REPORT FOR HS PROJECT GRASS -LINED SHALE DETAA! V, SAT. I DOSTNIG UTILITIES OR STRUCTURES LOCATED AT THE PORK SITE. IT S THE CONTRACTOR'S NCORPORATED IN THE GRADING PLANS AND 9fCF7CATONS �`�;� E >UFsy �d GAP BETVEEN BAGS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UnUTES OR STRUCTUWES ACTS AS SPILLWAY VITH ENDS OVERLAPPED PRIOR TB ANY D(CAVATON, VMRCA71ON AND LOCATON OF U71LI7ES AND NOTRCA71ON OF W 21()9 U) D. SWALE SAIL W, SAT. 1 + + + + + + + + + RETAINING WALL DETAIL MIN. 2 BAGS HIGH CAMMHENCEMENT of PERK: Savo : - 7 Z E CERTIF ED RCE * ENGINEERING N. TS SERER {PTY OF ENCriVITAS - CARDIFF) 1- 760 -633 -2770 E XP. DATE S/�� i2 /3�,loS A.L` PAVING PER PLANT SAN DIEGO GAS a ELECTRIC 1- 800 -422 -4133 `�' - •� • ............. 1. SET POSTS AND EXCA VA TE A 2 STAPLE WIRE FENCING To GRA VEL BA G CHECK DA M DE TA IL WATER (SAN DIED TO WATER DISTRICT) 1 -760- 633 -2709 COAST CONSEU TECHNICAL E Y DRI GE EERS AND aoGISTS 4 BY 4 IN (1 0 BY 10 C M) THE POSTS N PACILIC BELL f- 800 -472 -4133 TS CABLE TV 1- 800 - 422 -4133 ALONG I E LIME OF POSTS 856 -N75.5- 22 CA 92075 a 782 * MODIFIED REMOVED W7 HOUT AA PERMIT FROM w FM! TER 2. C SH N OTIFY THE CITY OVGNI OFH7CE 48 HOURS PRIOR TO BEGINNING E x p. 12-01 -05 �-- 760 NOIIGE ON CALLS FAR INSPECTION!. 24 H FABRIC � CON TRACTOR 91ALL ASH ll INSPECTION!. PHOPHONE �,� P � * THE CITY OF ENQfrNTAS 1 -1/T CRU57HED ROCK ORIGNVAL GRADE 633 - 277a ALL WORK PERFORMED WINOUT BENEFIT OF W PECTIN WKL BE S(IB,ECT 70 ( ) DECLARATION a• Rf5PAN518LE CHARGE � � �� P ��Q REJEC71ON AND REMOVAL I HIEREBY DECLARE THAT I AM T HE ENGNEER OF WERK FOR THIS P ROJECT, tt \ E)TRCM RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DUNO IV G GRADING SECIION 6703 OF THE 8U9k_SS AND PROSSIANS CODE, AND THAT THE DESIGN S 4 IN (10 CHI) 1.1' ANN. UNLESS OTHIERWSE SPECIM I. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALFED SETS ENGINEER OR CONSISTENT PITH CURRENT STANDARDS LEGAL DESMP71ON FILTER FABRIC BY A SOMS ENGINEER UNDER HIS D►RECTON. HE SHALL INSPECT AND TEST THE EXCAVA77ON PLACEMENT AND I UNDERSTAND THAT THE CHECK OF PROJECT DRAMNGS AND SPECIFICAnOVS BY 7HE aTY OF LOT 34, BLOCK E AND A PORTION OF BLOCK F PWOIVV HlE1 N ACGYRW TO N AP 3 ATTACH THE FITDR FABRIC 70 4. BAC*U AND COMPACT 7W NOTE COMPAC71ON OF FILLS AND BAOYFftLS AND CaWACTON OF TRENCHES HE SHALL SUBMT THEREOF NO. 2114 RECORDED JM 19, 1928 THE MIRE FENCE AND EXTEND IT D(CAVATED SAIL. 19' RADIUS SOILS REPORTS AS REQUIRED AND NKL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL ENCINITAS S CONIf11VE0 ]0 A REVIEW ONLY AND DOES NOT RELIEVE A AS ENGINEER OF TRENCH, SEDIMENT BARRIER AND PORK, OF MY RESPONSTBIUTES FOR PROJECT DESIGN INTO THE 1RENa MR CHANNEUZE RUNOFF TO SEDIMENT UPON CONAPLETONI OF GRADING OPERA TONS HE SHALL STA TIE THAT ANSPEC77ONS AND TESTS ASSESSQRS PARM NUMBER _ TRAPPING DEWS NERE MALE BY HAM OR LINDER HIS SUPERVISION AND THAT IN INS OPINION, ALL EWAWWN73 262 - 042 -13 8 14 II I I I ( O Oe Ap EXCAVA WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING Wro7H AS REQUIRED 7L7 III i ' PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR BY DATE �� 0� F. ACCOMODATE AWICIPMED NTEMI D USE RANDY R. BRO ROE' 36190 0MlNER F FABRIC �� /�iR�IITTEE II _ -- _ EXPIRES 6130104 MIRE - W TRAFFIC 2. THE CONTRACTOIR SHALL PROPERLY GRADE ALL EXCAVATED SUIRFACES TO PROVIDE �QFES$ /� RICHARD 8 NANCY UVACOT POSITIVE DRAINAGE AND PREVENT PONDING OF WA7V?. HE SHALL CONTROL SURFACE WATER SOWAROS AND BROW ENGINEERING, INC: ��Q R n 2027 BrRUCEALA CT. V AND AVOID DAMAGE 70 ADJOINING PROPER77ES OR To FN-90 WORK AN THE SITE AND 2187 NENCASTLE A VE, SUITE 103 ��Q` �pv CARDIFF, CA 92007 I EI I 1a SHA TAKE REMEDIAL MEASURES 70 PREVENT ER09ON O- FRESHLY GRADED AREAS LINTEL _ CARDIFF BY THE SEA, CA 92007 760- 753 -9277 !I 50 MIN. SUCH 7IME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 760- 436 -MM W M0. woo ti SIL T FENCE DETAIL STABILIZED CONSTRUCTION ENTRANCE I ALL AREAS TO BE F� STALL BE PREPARED TO W FILLED AND Fu SHALL W PLACED IN °� s o4 C ACCORDANCE WITH STANDARD SPECIFlCA71ONS ALL VEGETABLE MATTER AND N. T& N. T.S r ORECnANABLE MATERIAL SMALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE ENVIRANMENTAt REVIEW NOTES � � OWNERS CERITFICA 1F UPON MHICH THE FILL S 70 BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED EARTHW0flK QUAN777IES OF JU. I (NE) WR£BY CERTFY THAT A REGISTERED SOILS BOVEER OR GEOLOGIST TO SUITABLE FIRM NATURAL GROUND. TIE EXPOSED SOILS SHALL BE SCARM TO A DEPTH CUT - J40 CY HAS BEEN OR HILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S FLL _ 6 It SC X. AND ADVISE ON THE COWAC71ON AND STABILITY OF THE SITE RESPOINSIBILITY TO PLACE; SPREAD, WATER AND COIPACT THE FILL IN STRICT ACCORDANCE EXPORT a6 305 C.Y. Nd833'26T 386 47' '35'E 31619' WTH SPECFICA TONS REMEDIAL GRAINlPG - 1,500 C: Y. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED 70 FUSH GRADE TO PRODUCE SMOOTH o 8 ao SURFACES MID LNFARM CROSS SECTORS THE SLOPES OF EXCAVATIONS AND �Q RI ARD LAVACOT DATE `b � � 1% EMIBANIKAIENIS SHALL BE SHAPED, PLANTED AM TRIMMED AS DIRECTED BY THE ENGINEER OF 2 STEEPEST EXISTING SLOPE MHERE THE PROPOSED GRADING S TO OCOIIR S 33X' 0 APN: 262- 042 -13 '` AM. 262 - 042 -14 PORK AND LEFT IN A NEAT AND OIRDERLY CO 7101N. ALL STS R007S AND 07HER WASTE GROSS & NET LOT AREA = 1.03 AC GROSS NET LOT AREA = 1.35 AC MATTER GOOSED OR EXCAVATION OR � ANKWIEN T SLOPES NHK,H ARE LIABLE 70 BECAME ,L MAJt7MUM VERTICAL DEPTH OF CUT S 56 FEET. (/� gl' R'i LOOSENED SHALL BE REMOVED AND DISPOSED OF THE RTE AND TOP OF ALL SLOPES SHHALL MAIOMUM VERTICAL DEPTH S O" FILL 50 FEET. W A 1 � ° ' `� BE ROUNDED IN ACCORDANT WITH THE GRADING ORDNANCE. DOyE c 5 ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIOINABLE MATERIAL SHALL BE COLLECTED, 4. Vt7LLIME OF CUT 23625 FT3 NANCY LAV T DATE PILED OR O1HERiMSE DISPOSED OF OFF THE SIlF BY lHE CONIRACIOIR SO AS TO LEAVE THE AREA O- CUT 15132 F72 1.5 FEET AVERAGE DEPTH O" CUT N8975'59'W 17225' N8975'591V 524.48' AREAS THAT HAVE BEEN CLEARED NTH A MEAT AND FNIM APPEARANCE FREE FROM : . S1 7E LWSIGH7LY DEWS APPROVAL OF LOCATION OF DEBTS Fl SHALL BE SECURED FROM THE VMUME OF FILL 16200 F 73 - a KEY MAP sacs AND CITY ENGINEER PRIOR ro TIE DISPOSAL OF ANY SUCH MATERIAL ` AREA OF FILL 22680 f72 a 7 FEET AVERAGE DEPTH FILL Him 1* = 100' ; Z ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT Z t 6r .k oM .• a _ . F. AI U r - WCINI TY MAP 8 a 3 _ 9I TU DATE N N. TS. SIGIVA N DA I SEIOVATURE Ds7'IRES 2 YEARS DATE SO REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT Dr�aaBY ab By Mar e APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. COUNTY BENCHMARK /17042 CHIS SQUARE PLANS PREPARED UNDER SUPERVISION O" RECOMMENDED APPROVED GRADING do EROSION CONTROL PLAN FOR LOCA TED A T 7HE A"T IN�sE '"� DR, ^ :1- =1a' DAB : � •3 LA VACOT RESIDENCE - � 9 8 9 C R E ST DR. 7879 -G CONCRET CUM ... AND WEST NEW DR. VETRTCA : WW RECORD FROM SAN DIEGO COUNTY W R77CAL CONTRIX 18 � 0 0 7 R GE Nb . 36190 er : BY : LOT 34, BLK. - E do POR BLK F, MAP No. 2114 PER COUNTY OF SAN DIEGO DRA WING NO. 3257 -1. SIGNATURE 0 RANDY R. BIRO aP 0 >F : 6 A.P.N.: 262 042 -13 & 14 CDP 02 - 248 ,6 ELEVAnM 323100 DATUM: U.SGXS ENGINEER OF wow Do DATE : JAS Na 03-004 SHEET 1 OF 4 DATE _ . t � " -4 \ . _% t \ \ k " \ I \ " 1 \ -1 11 \, \\ , � � 11 i I CITY OF ENWTAS IS REQUPED � \ . ; - \ _� , \ � TO AN �ZW CONC COVOTT JOINTS AAO SW PAVERS PEI? ARCHITECT �k " t \ " \ : i 12 POOL AAN) SPA OkINATED POW 70 66MAOCE \ . Its \ \ % \ \ % \ I I \ " i �. I 11 RIGH T OF- WA Y . - a \ \ k \ ) \ \ \ \ \ \ I I i 1 90 TTOU OF OLL MA 71016 91M hV?E* MA Y VARY DURNG CWS7?i=0N \ REMENCE NTH XWbaE 40 PW HAVING 24 OVER (W) & AS REQUlRED BY nf IJ PRIOR 70 C10100STRUC7701N, CON70ACTOR TO D�aW VW* WaFt. \ \ \ 11 11 \ \ '� � \ \ -<\ \ \ . \ 11 \ \ \1 �l \1 \ - i I � � 4 �ro ". I I .. I 1 1. I PAVE10ENT, NALLS� "TER� LANDSCAPING AM ALL. OTHER ITEDWS LOCATED WM N� \ t I 1, . \ \ % li, `1 \ s '., � " i TORM & ShIER LA OAL TO Bt - I \ \% \ ,I \ I \ \ \ , k \1 I -,-- -A \,, I 'e., .e , I I I I a WALL DRAINS �HALL BE CONNLtlED 70 PRIVATE 5 CRAIN SYtEW 91* \ DaDVOEb FROM DZ SEMER MAAY IN CRESI MW I I \ \ \ I e � % k NEW RESIMW - NTH 4 01A. PVC (SVR J5 MIN.) 0 2% WWN SLOPE NTH J6_ COq:R 9'EaFIC REMOVALS NTH OWER PRIOR TO \_1 11 it � \ � I ; HEREON WALL DRAINS INSTALLED PER DETAX 'C' Shff T 1. I �. I � . , -. __ -, \ \ \ \ 'i \ \ \ \ ll�_,__ z " 1 i R . . i � & AS REWRED VY 7HE CITY OF DMIAS AND LWORM BUILDIX CL . \ 1% \ \ \ *�\, ) I \ \ " \ \ I - I _�,_._ . . ' I I . I 'APN. 262-042-2,6 ? ; \ \ \ . i I i � . ! hlERE0N.__ - - - I \ RETAAG WALL �R SUM �J �� \ I i i � BY WDS . . i I , I -1 " i \ \ \ \11 -1 1 i I ; i � Ir DECORA71VE COVER PER ARC107ECT 1, I ; I I I--,' k_ dil" ' C SCA�E \ It i t w LOCATED IN LAW AREAS REFER TO:LEGDVO ON 5HffT,l- I � i 11 1� �\ "I i w \ 12--1 . \ tIq b ; V SMW DRAAY PIPE TO BE 6" AAW PRIVA TE PVC (tR M) 0 1% 411N., REFER'70 PLAN �\ ra Peow To CMS7�UCRON, #lF C0jV7RA&OR SHALL 00TAIN AN EIK00ACIINENT , 11 . L I I \ \ a . 5.w . 11 I . , \ r-l"i \ \ . I ` " �,,_ \ \ A f ! � t " . t '' - � , \ \ \ 1, RIP-RAP 1�[Rff DfSSPAibR PER . f) � \ . `__ __' , ",\ x , RIP-AlP EWRCY DISSIPA TOR '� \ ' �_ I \ \ Wmm� C-5 ll sin I � I 1� - OW 369.0 \1 E 370.48 OW 365.3 1 - - . " � . I i \, \ I \ I' 7MO( \ ' � \ C _ ' ) _1. : 1, � \ 1. \ ___ � \ I .. . L\ \1 ----- , �% , WA AVER 7 \ � IL, \ y — %,_�, - I - -------- � - _... Ic ". \ 1 I ,_V, N I \ :z :�u il 10-4 -.1 � - )4 �ft___�_ - I \, t - 11 11 , / \ - .—.1 .L__ Z� � ___� -) I , 1. � \ I ,P/* 7 * \_� Tc � - \ .�; ( . A . � I I 7ECT-N- 1% , , — , ) \ \ \ " \ x " \ 1\4 _\_� _j -1 � � ,?L , I , � \ 4�1 111"r 1 ?z \ ,:�� + , \ , - t J m�__ " ,� _X - \ 1 N 1 � j I I . , � ----i w : z I/ I I \ � t 11�1& � p \ lk `t* I � �nle 1, - , 0 127X "A - __ I \ N . \ 1 4 \ \ ry � / a J. * .9 - - . � ! I \ \ -:r- \ I - � v . I i 49 if 6 C O� I& 6Z ,,� 4' " I � � I 1� ./ , I !� 1,\ \ � \ . A/ i �l � I . E 364.70 - I t k � . ", � l . ; � : I - . . . \ 4 " I -1 \ \ 'N. . \ 7 �� I I . 11 . t � F1 J52 � i N�ll . GRAS�-� SNA \ \1 1 1. \ - 'k � / z i \ --- .1 ".1 / i 11 i i I I 1� - , \ -, \ \1 t k cz, -10 , , _�_' � I , " \ = . . . I \ 11 I:- m i / � - �__, -.f .% 1-I \ � :;, ; . i / !or- �� -If- � - �11. _ — r . _ I t . . I � \ \ -, k _ I � . ... .... ; 11 - F . � -- - 4 ---- .. ULLLL 4 \ I 1% t ' 'k PRO7EC`t_#VpLACENl 2, 44 � \ /, le, \ \ \ - � ...... f .... ...... I y � y y � " , 1, 1, i k . . �A - ��- -" . . - \ FL 351.98 .. . .. � ,:,.,. ....-. I I r \ / i - I ',','/,'/// I I , I ... 1 , , , I- - a - - iF �.e \ \ * \ C)c . .*.* m - *''*. ........ j �1-, I F. F. 36-3. W, BEW GRASS�-4� SWALE \ ; - " I I - , I 3.e % ...... i ..... . j .. - . . . . . .... �::.*.*.'.*. .. � 4 - .. � z k f \ V I . .... ..... .. .� ; A k I � � *_*tll_ 711 \ \ \ -4.. . ::.:: .. . \ I /�� V I ON � .;" � . — '** ", � �! � PAD 362. J � FL 362.7 ' 1 1 - \ \ I k \ . rt " - _:� 114.:�:�:�:-�.t::::.,.,.*. .. ............. I I _,� \ ",O,"" t � \ \ z \ , . � \ i-9 I * ;, .-. - - - -.-.-.-.-._._._._.- . . � � F � C k _�, III I \ ,� / r I ! t ' ... .. ... . ..... 4 A& ... ...... , 1 \ I I , __ �l . � v 1 . i I 'I � . ... .." �i � ,4 j - - I I , V ! �,p \,. I �_j _Jlc�z J52.12 � 2, 1 ,;A_ * V� f . . . . ... ,.\., , , . * i It 4* ..V. \ ni,mz \ I �� , I J I � 2� . '* , . - - c � a T �_ — — - i __i�_v ! � , Ap .� I I .... .... ; ....... * , z: i ! I Nnm , � � � 11 . . f M I w - -�� I I -t ........... . . I I I "I DECK I I - I A Q_ ��D I . - -::�: .�. i ........... ,&� * 30 �OT A PART lk ill 35. -- k * , . \ / A I I \ I V ...... _ ..*.*.*.*. : � 3614 74 a � \ % ___ 0 � ; I I \ I. : � _: D i t ..,.,.,.*.*. .. o* .......... . i . . . . , �l . I : 1.0% I I . i INV f I i -1 � � I I -o- I . ! I i t I _,_� I ...... ... . . - k k . -A I 1 � I l7r � � I I + � I . ......l ** ....... j ........... . ** \ \ �,, -,/ ; - ) \�� : I I I I � I — . v - - *'A'%%%%* .. *** .... ** ... * * **'%*"* .. . 1,5')AI " . I I I I � +� ..... .... M2.1-7. . � !, � I I . .-J.- * P, : j5z- . . . _;01 ... , * ** ::: , --f k c I --- -,-,\ - __ _,4 .� __ --, i ; I 1 J c " ? i I -1-4 I + I- TOP BASW I I 10 '\* ...... . .r ............ . ::: * * * * , '' . �J, _11� PAD J62. 1 1 1 4. , a .%:::::.::::::� ......... 4- , - E 363.30 f I k g (n . 4 ....................... *. 40' . . " ' .. r : I .. I %W VA in MOMNS k ; � i . t I i i PER DETAX 'A' i - 4 - I - / . - * 74 FIELD BAM ON 00. ar. .tmi - ... 11 . DETAiL 1 0 , - -'-*-'.'-' * � - , ov � � I of . : , ) I I I TO BE i� - i___ I . :!...*-::: * . ....... . , * j IE 359.70 1 ; I , I - ,�< * I'' . ..... : ...... . BW J6Z21 � I � , 40p ". / fm5nm ne + - �__ �* . 7 I I 4 r__ N i / ,:.! I ! . � � . vt I I I . ; , I . . . . . . . . ... . * ........... ...................... .... � i 11 N��, - 11 . . A 770N - � - "K* . \ - 1-11, ./ / I � ; i � ! ( \ i E 35ZOO I 1 -4 N07E. _\ � I j .. . . . I., I .... *-'-*-*-'.*-*-' _*-*-'.*_'-'-'-'-*-*_V_'_ ,**% ,,'. I OVf R + - - - _ � i,_ �,S_ I I ,� 71; 359. � � :-�--,-t , . . 4 �'4;� 7 A - 1.4% I _3 WI`HOUT A - PONT FROM 7HE CITY OF %�AS . ... I ..... *.*.,.,.,.* .. ............... ..�.�.. - - , t ! 49� ___j acp , .- / I + I . I . ... .................. - � .... � .......... . � _,�� ip '! ,V, . /'>- ! . . IAMG k . , e 1 \ I I I,- �l . 1 � : i __ �. I I --- � � ( + 4 ........... : -:: -,�!. . � � . I- - - I- __Y - - - a � % I IE M2.8 . . ON 351.0 . I ---- � I I . i.> I I k _� � \ TG J71.70 I. 11 1 - 1 1 � I I ; .-.Oo� r . I . I . p qq 0 \ % , GRASS SWA .............. ...... _* . I I . I - -1 ; .4 i � #21 I ,-_--; I - i , f / � 1 'J cwam\vx?rx �. I . . :-:-:-:-:-:-: Arz ��W_* I ...... I � -117 F f 36J.00 �'DIAJ - , 11 \ i I � i 11 ; r . ! : . ': . ... J .....' . ........ ' ........ .... , � . - " i . PAD 362.3 1 ' 4 1 � �' I � I I . I ; . . 1 i � ! - ...? ........ I I . I DETAIL T 4 / .. l k I --, ; �. . . . . ti � � I I ... .. I ..... 1*111 . J I � i I - F.F. J72.50 f ; e \ ,,-. �O , ! . ; t ; ; i I .< �.� ........ ...... . . i I i !" 1\ ?qc r I �� MPZI '" w i � 1. A, r ................... t .... .." F 'I 1 al�lrw 7Rff i I I I I i q :*- - \ � - . I ................. r .... 7 n � 4- 1 ___� .. .. - ___ E 369.59 I, I .2 -0 J6zw- ; � . 'I - Lffie *49�_ 1 1 V , I - _"5� N Tw 0 1 1-1 I � , I 6 PC.C. a)R9 , PROTECT-N-PLACE � F � GRASS- . 1 8' ,r)l - V ROIECT- $��_, ' I ct � Tc . k -;�__ ' PER DEETAN 1 _8', -Wr A. ::::::::::::::::::::::::.*.*.,.*4�'.".'.".'., . . X-L . - %. .,�,�' ,_ -.,- � ? I ! I 11 . — �., + + I 1, \SPEClFXA WNF \ \ ON BYPA I - ...... . . mc *-*-'-*. t [ � � --" ,--,-" , � I I � 6 k2 , 1� 1"'� .... .... - . % ,5� , I -....,. 0921, 1 . ON 1.1 ti s . . I f I ,; + , � / ....... :!! RAM � " e .......... ..... r..*.* .... ......... 41( �4 - if _.M " - t - \� v I .::::: * - - 9i � I/ ...... ' %5 � k I .l.... _J. . .,.,.*.%,.,.. it J0113 � wnk�__ ill t ; � 1� ...... . , . . \\�, , " __ __ � � � 1 1, I J54. 0 � � I I �� . .............. .. r.*.*.*. 4��, s*\ t �Ft ? Ft ,. \ RETAPNeYALL PEP SQRSVr - - 1 1 ON 361.3 � It � , ! - It ...... ..:.l.:.:....� ....... �,__�lv - LUIS OF I I . ..............: _`>-!,;. 7 : 7 !T!, �!�` . /4 ............ ..- ,.�..:: ;, I i I i � � " - _ , \ - . . 5' TYPICAL , -: .:,: -. .. .,. . �� _� _- 9', - � I .... ... .1 ............. I ............... � ......... a , F I to � 2w I - . v :::�: _: 1_,_:_:_:X-:. . :_ - _: ....... :.----.- , --*- _., .... v - ...... .......... . .... . _-Z-5, f 14.0 F 6 f 1 __,_7 , � 7.5 \ it / . . -.-.-.... - - - - - - � ............ �_' * .... I \ . --- . I I I ... i N ; ,,-- . - -1 11 -'- - -.-.-.-.- .,.,.,: ..::::::::.\.:...................... -, � % I .,.,.. . /_-:_................. - ... ... - . ..._.-.-....S0RS0 S-J-'-'-*-'-'P%C-'0 -I , "o I " . . . ... .. :: '' , \ :: '-'-*-'-*-'-*-*-'-'-'-*-* - � i i PER DETAIL 1 8' ...... -11 .......::::::::::::: * .. \ . - .e , , I ) I - -,, . 1, ,-,-: . . .... . I \ __ ,:,.- = , - .�.. ....... E 361.30 '* * ........ , I l i . 11 ...l. I . I . .. ... ...... ---- -- ... :-:-:-::-.-.- vl I .:.:.:.:.:.:/* ...... . I ... � ........................ I I - - * , . . _ - ....., ... . � .... i I I / 11 / ! I I i - ....... �.. *.*. * 'T � `� . ..... . _ � � .... ." .? ......... , **** .... ............. .. I ......... _�'. . .. �' --- k \�, - t . . . . . . .*.,.*.*. ., . , '' k, - -,< -'- ....l.l.. .............. .....l............ . ...... ... � I ................. .. ............. ::::::::::::: - - - -E 364.35 '-"-'-' . . . , . _-�. ... ; I ICUT iff �. �i.� I ......... .............. .. -7 . .i : . ....... .. ... - _�_� ... - 4 . ''I . ...... ......................; ......... . . - -�, .. ...... -, ... ... 11 , ( ..... ....... . , - - ... ...... . I t-1...,.-:-:-:- ..................... ....... :.:.� -L . ....... * . ------�-. ....... i I / 11 . I � \ � � 1 * _�\\ � . la5. . I - X :-*-, 11 111 � iN\ . .... r 1. . i .- '. - -14- f - -- __ t:�:� I . " — i d / i f . f ... . . I __., � I p . . - 1 . I - ___ _2�. , J - 4. I �! 9 I � (FL - -4 ; - . N89 * 25 , 59 o w 172.25 � . I - � t ��, ,1L. � - � _...... .. _._. N . _�L — � � . � --A..— I iN_, � � I I � I - __ , __ ; I 11 y tw ime / - MICH �w JkL �, i t% L 5t ; w V. c. PV? �IPFCIAL NO TE Nd 15 - - -# " \ , I __l f 36a69 PER DETAIL 0. 91T 4 . I " I/ I j 11 � I j � k I 2 - 1 � � 4" P#Y `� � I 'ECMa 1 I � R. Hs! . .; � I \ S70WWA TV? TREA WNT SWALE AND 8ASlN 7 - I " __� __ -1 I- 1 , 1 5' DfA, I 1 5' )VA.1' . i I 7 I ; I I � �'� ) N, IN CRES T ON V t A S SH (SW R P C R H O D F AS N TZ C I � � ' . , , . j * I " ' L . , ENGINEEIT HAS MADE A � _ '� I I \(NO' 2 'I- CXR i , / 1�, _. PR16R TO ANY KWK IN THE Puyve I 11 \1 \ I "I ��< �l -1.1 - , � —A—i" I I I � I I I/ / ,e / / J � *__ � E 34J49 7 'I I 1 I \ 1� \ ) \ 1 � N I \ - I I I — , DIE" BY I DRANN BY I CHECK By — Cl TY 0 F ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. "R REVISIONS APPROVED DATE DATE SCALE Gc I db I RR8 t COUNTY BENCHMARK 1004Z CHIS SQUARE PLANS PREPARED UNDER SUPERV7,51ON OF RECOMMENDED APPROVED GRADING PLAN FOR : LOCATED AT THE NEST EIVO OF THE NORTHNEST HORIZONTAL : I' - 10' (:::__� t/ 7879-G m CaKREV aN A THE' h TERSEC nON OF LAJT DR. DATE : 3107 LA CO RESIDENCE 1989 CREST DRIW RECWDFRom SANDIEGO COUIVTY MR77CAL CONTROL .... BY: AA. All S BY: [P RK - k \ I I !l � �> _L — �_ \ I 'tecp ____ , r� I _ - --- _- � - ~- _ _---____ _ -, _ - .- -_ -.-- --- - _ _ -- ' _ ~ _~ '-_~__~_~___-_-_~_ _- ._' _- -__ - - -' �- _____ ~� ^ _'-'-___ _ __ - - . _- '__ _ - - -. _ _ ___� _ -'----_-__ �_ _ _-__- ' _ 61 _ HYVRO= NOTES nw NA Y BE ON LOCA TENS AREAS TO K HTLEMOULAtu Ow BE PRW IU N UMOLLUM Ur 1. HMPOSEEDW VALL K AORM TO Al� SLaYS 7M4T)W 0" 4 & �V F OF �VV IV WRT?C4L) OR STEEPER W0 TWY ARE WIEW A ARE4 OW HMV6SEM 6 NOr WSELE FROV SW A PURC Sn?ffT OR RESUMAL STRUCTURES NN 1. ROU0010K THE SURFACE TO BE PLANIM BY AkY OR A COMWA MY OF 0 ARY ER�ON CON)ROL ONE 'A PIREE FEET'OR MORE IN NOW X FXL A#*AS H, /IEW A ar M SAMrC7XN MUST BE NOWT0 NM A WROGIN R)W BAGS� T*V BAGS I-NGK STAMED IN, a Rw FEET at moRr iv hmr Av atT ARm mm stopr 19 Aff 9MUECr BACTERA AW APPLIM DRY UM BY AWW OR BROADC67ING BEFORE A. IRAa( WALKW SLOPES THAN GRA W! TV BMW DUE TO THE OW" firZTANT CHARACTER OF 7W Jk47V?1AL AS HYDADOSEEDW a NPPWC AREAS THAT mu.mr wjw tp u�wc ntu # A @ Amw T)PCAL AROUND ALL CA TCH BA 9N& A H"MG OF A 6PES > I." APPROVED BY )w ary BVGAER L ALL SW MATERALS 9ftL Of "9 76 71E "97t N UAVPM i PER CAVRANS S7D. SS-4 & 0248- - it'��TABEE FV1q`RAN71VG (2) aWTAPARS WIH THE MFORNA DEPARWT OF FOOD AND AMA Aff z camam 7w SlOts So TRA T# N \& #V 7W EWNT OF RAIN TO INSTALL I ARGA 71ON SFAU NAKT41N 1W WSW LI OF 1W SOt A THE OP`WW LEW C&WXA7XN TAP A TTACh[D TO, OR PRAVE0 ON S)W COVIA00M 7W SUWACE SOlt WSW IV PROWE AF 262---�042-26 S7RA W SLAWET PEI? CDM L "�W MIT NOT FW 7W OWN OF 1W HMROSMIED GROWTH. 4 NON-PH YTO-- IMX KTTM AMM M4 Y BE AWED 70 THE HYDWSEED RURRY A r 1W 050T7XN OF TIE CON7RACTEW _�GHICSCAti X4?ATM SEEV.'Atbr W 91ALL aNZT OF ALL THE FaiOI a ThE AWMaY OF S01 A46OWM PH AOJA7W#, -4FA0t0G LV,MWMi�,� 5 10 20 40 WX SIVAU aWSST OF AV LEZ TRAOt I TYPE I SUCH MRO At PE RAir oF No LEss 79w Zow Lit PER AcRE: r*r S&ff 70 PROW WABLE�aWMONS FOR WOWfH IN \ I N, &MCH (STRA W) MAY Of SE19SMTEa ALL PART FOR HYDRAUJM Y APRJED C A 0 LBS PER ACfiF OF R05F 420WR i \ f)BER MA TEMAL WIEN S7RA W IS USED ff AM HE AAMM 70 THE SLOPE BY MV�MED AREAS SIVALL BlE MA*7AW TO PROI A WOOROUS . =W WM IN, i= PER A0 OF ZORRO RME R 20 1 N, IN FEET LECHWALL Y PUACW AV LM THAN 5M OF 7W S7A W N 10 1W SX PR6�ECT IS PERVAND4 Y LWXAPED 69 FOR AREAS *0F HM?OSEMM IS 1W - C, 3 us P& AcRE 4r E Sam aArALFw#rA PERNAAENT LANDSaAPK ON77L 7W PROXCT IS CMUTED AND ALL zaeny A&Az� I inch 10 a 4166 PEP ACRE GF AO&LEA MUDWA X APN: A,2-042-�5 .1" FERM00 CON9SW OF AMOMM ROP#A TE WA 7& 16-20�41 WN'15X X '261E F_: JIM PR ACRE OF AL MUM (CARPET OF S?VOI 6.47 �,N S"M APPM A T 7W RA TE OF 500 LBS PER ACRE F 1.2 10 PER AQW OF DVORPHOUrA F + _A_ + IN IN, IN WE�ERVA 17004 OF E)6571NG MEGETA 71ON F IN Ln F PER CAL 7RANS S7D. 5S2 -0- C F X AA IN OF I L i-J LLL s . ss-, A 2,' TREE A PA 362. J, C x isj F PRO C 41 F T F # F AD J C F + T F _5�� 9� ... ... fuqw . . ... . ....... .. TR - fly w IF REM, INS r F MORE NAN I OWR A GIN DfSa -A w I W1 hIGH, 0I ... ........ PN: 2 & NT -11 / P J. 00 �'D. ...... GA GE I Q 4 + PA .3 ....... U 72.5 1XI PA J71. C DfA. TRE F 2'D/A mo A K*R011b* OF 1A SL > 1. M", CAL T1. I )E I PER Ck TRANS -SM. SS-4 & 0248-(Y) DE IV �E ONE w #CWT &'RAN TO INSTALL 7 MAW HLA0VAR UJIMU L AGS� BA HfGH, TA ED TCH 5INS ALL A J PA'V APN: 262- J42- 14 Lj '0000000j k . VA 77ON 'OF D057WG VfVUA n0N SLTfOCE CAL7RANS--SM.4C_t - 1E PMCAL7RANYS7D. SS-2 PROMDE WMI tROStON 60OWN J_. ARWAO PERME7ER PER DE1AIL V 2 ry C F p m. j CF a A STOW WER MANAaWNT N07ES N89 172.25 4. ROW 1ER S16JEPV�' i t DIM 1W RAJNY SEASON nft AFRE:1 isf�i AM"T OF sat WeW AWS 91ALL BE NSTaM NWMA 7E1 Y AFTER FOP aEARED SWES STEEPER THAt X BUT FLATTD? N4 cmmmicy ALLOND AT ONE 7K 91ALL pR0j 7w AREA To sE wmm is mmm pR amm, BUT MOR TO 7W START OF TECIED MOU DMON BY U51NG NOT f XCEb WA T WCH CAN HE AOfQUA 7a Y HEA510S DU1"V 7W RAINY SEA" MA BE PRO �TOTAL DIVURSED A&A J7,810'&F. OPERA70M I I R_ A 0i `MN OR SWAR BINDER N WM 48 HOURS OR A PREDIM RO. HMO-MCW NMf GUAR, STRAW KILICH, �Z 125% OF ALL ACM AW% MA TERALS 91ALL BE St aWX ROM TO vE FOR atwv sLa s �i t AND sm9av? Tw omvW& wam am w a AS 1i _ri' I A i I BMW MYTRLi BWS LfSEi FVR SLOFt STAbMIM VML HE tNtTMM OVA _51EASON MA BE A WMk BAP TO BE 06TALLO BY OCTOBER I IF ��SEED No. W* ALLOW FUtL DEPLOYMT AND INSTALLA WN WM 48 HOURS OF A PREYC� &1i TVA X 1W PROPERTY ONNER SMALL COAft Y NM ALL APPIXARE STORY WA 7ER ENP.VXW M AS THE FP#SW SLaTS ARE COURM RAINY ES1AB(G#ANT DOES NOT OCCUR BY TRA T DA 7E F LAM&APM IS PROPOSM, BMW' REaXA nONS ATALL TWS TNE WS RM T HA W BEN INCORPORA TO INTO M pim CONTROL ACAR)RES ANST ALSO BE USM XAtE LAIMDSCAPM 5 BM iESTAMJWV A =ftW4CY PHVC4 81F)S RfaARW 10 BE HM?O-SEDW'V, 91ALL BE AfftaiENIED AW MMTMO TO PRMT MS17E EROSION AAD 70 A"V - ,I , �61-260_ 10; --,ESTABLIM MEGETA77ON 34AU HAW A SU172WACE MAT OF JNTERTWNED MAW APN. NOTE SS-4 IS-NOT ESTABLISU ON CLEARED SLOPE58Y OCTOBER 1. OWWGES OF POLLUTANTS FROM LEAWNG 7W 97E MAWIENAACE OF OWS 6 THE ROOTS WTH )r LWFM WGFM ME W�ERAGE OF 7a PERCENT OF THE NA RRAL THIS PLAN ISfOR EROVON 0WROL USE MY MFGtTA7nf COVOWE 0R, ON ALL DISROW AREAS -RESVVSOUTY OF 1W PROPERTY 01 AAV rALURE 70 PROPMY #61ALL OR FOR aaft sLava FtA To? 7HA# 5% 7w mywGfwcy MEASEME DURM THE OF REFER TO 91FM 1 & 2 FOR 97E CONSMUC770N. MAINTAIN THE BNPS 1AA Y RESUL T IN 0fVRCB1fNT AC7XN BY TW CWVTY Or SAN MW RANK SEASON MAY BE 100 PRO7EC7MN USK MATS (SS�-7; TRAOX AA0 Sat, �,7 - INCASE aC%E1TY MW 6 ffaWED MVTACT MENARD OR NANCY LAVACONVI STAW2ERSIWDERS (SS-5; MFORARY SEW W4� AUCH/W00 M (S - NM AN S ss 760-75J-9277. OHM F JNS7ALLM OWS FAL 7HEY MUST HE REPANn OR RRACED f 4 CCEPTABLt At TERRA TE AS SOON At ff IS SAFF IV DO SO. SS-8) OR JUTE MATTM (S5-7� OR AS WaRM BY INE COUNTY FOR STABCAW SLOPES A. A 1�7 X" By WAJW BY CWCK BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENCINEERINC DEPARTMENT DRAWING NO. GC db RR6 COUNTY BENCHMARK 10042, CHIS SQUARE PLANS PREPARED UNDER SUPERWSION OF EROSION CONTROL PLAN FOR LOCAIED AT THE VEST END OF THE NORTHNIEST HORIZONTAL 1' 10' RECOMMENDED APPROWD CONCREV CUR19 A THE IN IERSEC 17ON OF LAKE DR DATE LA CO RESIDENCE 7879-G _F Ile'F p, 7 AND NEST WEW DR. WR71CAL NONE R. C.E No. 36190 LOT 34, BLK. E & POR. BLK. F, MAP No. 2114 RECORD FROM SM DIEGO COUNTY VER77CAL CONMOL - It BY: BY: —248 7 9 PER COUNTY OF SAN DIEGO DRAWNG NO 3257-1. ND YR. BRO#V EV. kzvom DA7E: 4is/ pl DATE: ( /!-r/a 3 A.P.N. : 262-042—lJ & 14 CDP 02 SHEET 3 OF 4 ELEVAnON.- J21100 DAIUM. U.&r_&G.& ENGfNER OF WORK NO OJ-004 DATE: 9/3/03 DESIGN CONDITIONS: FENCING: Waft am to be used for the boding eondRim Safety fe wh ig shall be it otofed at the bop of shown far each type wall. Design H WK M not be the wall a required by the agency. exceeded. FootIN loy is required ateept as diewrh INSPECTION& a ON EACH otherwise when found unnecessary by the x Engineer Special footing desg a Call for � tolbw SIDE ON JOINT n requir 50 DIA LAP HORIZ. REINF. PER 6 VERTICLE BAR Whole fomdation mote is ie of A. When the footing has been formed. with the STD ure Fi supporting toe presssted in table. steel t the con final Win, and is j 2' CLR • ` STOP HOA1Z. BOND BEAM - DESIGN DATA: B. Where clearmut holes a not provided: MATCH T &B FTG. RISE _ 6" MIN. nd STEEL AT JOINT PREFORMED RUBBER Reinforced C oncr tv. (1) After the Mocks haw been bid up to a REINFORCEMENT _ - - - - - - - ,D / CONTROL JOINT STRIP c 0 si r n = 1000 psi heigh lla t of 4' or full height for wa up to (TOP REINF. - - FIG DEPTH STD HOOK STD HOOK SASH BLOCKS AT JOINT MIRE 77E BARS ON F s 20,00 Psi 5 , with sted in ploy but before the SHOWN DASHED) Reinforced grout is poured, and...... Ile -- j ONE SiDE OF JOINT F'm =600 Fm =200 poi (2) Ater the first NR is properly grouted, the b hone been h been laid to the top 3" CLR DOUBLE CURTAIN , Earth 120 pd orW n Equtvaknt Fl b uid Pi esstue of be wall with the AM tied to eiy in � \1 �% 3' CLR 2 #E5 f of - 36 ps per foot of hei Wbfs shown for place but before the upper lift is grouted. - - - � 1 1/21 unlimited doping surcharge we Where ckanout hofee are provided: � - MIN. STD HOOK desigmed in accordance with Ronkfine's fo nu 33' 42 t° . After the blacks have been laid d to the � 2x E 5/8'x4'-0' SMOOTH BARS AT EACH \ BOND BEAM WITH GREASE ON \ \-BAC KER ROD AND unlimited doping surcharge with a / ' tap of the wall, with the stall ti RISE - , REINFORCEMENT: securely in place, but before grouting Intermediate grade, hard grade, or rot steel C. After grouting is complete and after rock or STD. LAP 2 ' -0 " MAX ; ` • ONES AND CAP END TO 0 MO VEMENT BOND ON BOTH SIDES FOR FULL HEGHT OF WALL deformation shall conform ASTM A615, A616. A617. rubble wall dra re ins are in place but befo Bars shall lap 40 diameters, where spliced, unless earth backflN Is piocW. otherwise shown on the Bends shots D. co inspection when all work has been SINGLE CURTAIN to the Manual of Stor4ordPractice, A.C.I. ed Dock!, for hooks is four diameters. AN bar N O T ES : embedmenta are clear distances to outside of bar. CONCRETE GROUT AND MORTAR MIXES: 1. SLOPE TO BE 1 VERTICAL TO 2 HORIZONTAL EXCEPT WHERE SHOWN OTHERWf,4E (MAX) g g Spacing for po offei bars is center to center bas. Concrete dpi* shah attain a minimum compressive o Q 4 2. SEE 7VP. FOO77NG STEEL FOR ADDITIONAL RFNFORCEMENT. aD MASONRY- strength of 2,000 psi and mortar sholl t6 in 28 days orb AN reinforced masonry retainirng waft be attain 1,500 Pei in 28 days. AN oafs shall be wed of regular a W weight Am ode within TYP REINF. @ INTERSECTION OF noinu f t t t ndard atone g rout a pant 2. o h i re top ad ,nan,ry Bring TYP. STEPPED WALL FOOTING A MASONRY WALLS B EXPANSION JOINT DETAIL C when grolttfng of second Nft is to be continued at JOINTS: arnathm time. vertical control joints shah be placed at 32 foot MORTAR ICY: intervals maximum. Joints 'hall be designee to GENERAL NO TESMEOUIREMENTS SUMMARY OF STRUCTURAL CONTINUOUS resist shear and other lateral to while To insure proper bo Wi ng between the footh and permitting longitudinal movenner, vertical the W course of bock a mortar het► shots be & PERIODIC SPECIAL INSPECTION expansion joints shah be placed at 96 foot fanned by dnmbeddrq a flat 2 x 4 flush with and at 6" MIN C@ EARTH / intervals n imam. the top of the freshly poured footing. The 2 x 4 1. VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE THE INFORMATION PROVIDED BELOW IS A SUMMARY- SEE THE CONSTRUCTION DOCUMENTS FOR should be removed after the concrete has started STARTING WORK. NOTIFY THE ARCHITECTIENGiNEER IMMEDIATELY OF ANY DISCREPANCIES. THE FULL REQUIREMENTS FOR SPECIAL INSPECTIONS. CONCRETE: to harden (approximately 1 hour). Footing concrete shall be 560 - C - 3250, using B A mortar key may be omitted I the first own of 2. CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 1. CONCRETE (UBC 1701.5.1): DURING THE TAKING OF TEST SPECIMENS AND PLACING OF aggregate when placing conditions permit. Mock a set into the fresh concrete when the UNIFORM BUILDING CODE (U.B.C.), 1997 EDITION, AS ADOPTED BY THE BUILDING DEPT. REINFORCED CONCRETE. footing is poured, and a good bond a obtained. 8' CMU GROUT SOLD BtiCKFilI" WILL DRAM: 3. SUBSTITUTIONS: PROVIDE MANUFACTURERS I.B.C.O. REPORTS AND A UST OF ALL 2, BOLTS INSTALLED IN CONCRETE (UBC 1701.5.2.): PRIOR TO AND DURING PLACEMENT OF 2 - _ 4 @@ �� old M No bockfill motel shah be pied agaik Wall drains shall be provided in accordance with PROPOSED SUBSTITUTIONS TO THE ARCHITECTIENGINEER FOR REVIEW BEFORE FABRICATION. CONCRETE AROUND BOLTS. masonry retaining waft urAD grout has reached Standard Drawing C -8. design strength or uMM grout has cured for a 4. SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY -- - -- - + minimum of 28 days. Compaction of backfill SON PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN 3. REINFORCING STEEL (UBC 1701.5.4.): DURING PLACING OF REINFORCING STEEL FOR ALL �� b, �n9 a �� with rooter � not PART footings ahaN extend at Most 12 inch int ON THE DRAWINGS. CONCRETE SPECIFIED TO HAVE SPECIAL INSPECTION. I be permitted. Each layer of bockf1 shall be compacted moistened as directed by the Engineer and � be d � to b � 4. STRUCTURAL WELDING (UBC 1701.5.5. thoroughly to I I robed a otherwise compacted 5. PIPES, DUCTS, SLEEVES, CHASES, ETC.: SHALL NOT BE PLACED IN SLABS, BEAMS, OR until the raker compacting is not less than 90x concrete in footings. WALLS UNLESS SPECIFICALLY SHOWN OR NOTED NOR SHALL ANY STRUCTURAL MEMBER A. DURING ALL SHOP WELDING UNLESS DONE IN AN APPROVED FABRICATOR'S SHOP IN 8 CMU GROUT SOLID 12' CMU GROUT SOLID my o sn' t►hE sew o[oo BE CUT FOR PIPES, DUCTS, ETC HO ., UNLESS SPECIFICALLY SWN. OBTAIN PRIOR WRITTEN ACCORDANCE WITH 1701.7 6'-0' I #5 @ 16" o/c (10 #5 @ 16" o/c M Revision Dde SAN DIEGO REGIONAL STANDARD DRAWING ee eeoOMME +om dum i carnrn r� APPROVAL FOR INSTALLATION OFANYADDITIONAL PIPES, DUCTS, ETC. B. DURING ALL FIELD WELDING. ; #4 @ 24" o/c (M 2*4r 2 - #5 @ 24" ok (FN) Mm� a C. DURING THE WELDING OF REINFORCING STEEL 6. EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT, PLUMBING GENERAL NOTES FOR MASONRY Cbd „ XCZ 1 4246 D4ft OR OTHER UTILITIES WHERE NEW W0RK IS BEING PERFORMED. 5. HIGH - STRENGTH BOLTING (UBC 1701.5.6.): AS REQUIRED BY CHAPTER 22, DIVISION IV. EQ EQ RETAINING WALLS DRAW C -] 7. CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT DRAWINGS AND NUMBB 6. STRUCTURAL MASONRY (UBC 1701.5.7.): AT THE START OF LAYING UNITS, AFTER THE I SPECIRCA7701VS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE METHODS, PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, 16" CMU GROUT SOLD PROCEDURES OR SEQUENCE OF CONSTRUCTION. TAKE THE NECESSARY PRECAU77ONS TO AND DURING ALL GROUTING OPERATIONS. , #7 @ 18" ok M MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. H NEITHER THE OWNER, ARCHITECT NOR ENGINEER WILL ENFORCE SAFETY MEASURES OR 2117 3' 3' 2 - EC @ 24' o% ( / H 7. THE CONSTRUCTION INSPECTIONS US7F0 ARE IN ADDITION TO THE INSPECTIONS REQUIRED 3'-0" (SPECIAL MNSPECTIOlV REQ'D.) REGULATIONS. DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING BY UBC 106. SPECIAL INSPECTION IS NOT A SUBSTITUTION FOR INSPECTION BY THE I No cgs hods within ft SHORING AND BRACING, AND BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, BUILDING OFFICIAL SPECIALLY INSPECTED WORK WHICH iS INSTALLED OR COVERED WITH 2" - LT' for keel bocld6 design' STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. #4 @ 16" olc #6 @ 16" ok OUT THE APPROVAL OF THE BUILDING OFFICIAL AND THE SPECIAL INSPECTOR IS SUBJECT TO RE -OPENING OR EXPOSURE FOUNDATION 8. THE SPECIAL INSPECTION IS TO BE CONTINUOUS DURING THE PERFORMANCE OF THE 12' 4 #5 COOT. Finer Mattrld, 1 • mm ausfhed 1. SOILS INVESTIGATION: REPORT# 0298059 WORK UNLESS OTHERWISE SPECIFIED. aggi r 1 4 . f ff: R Per 4 o. DATED JANUARY 28, 2003 drom a 9. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE BUILDING OFFICIAL TO PERFORM THE 8' 3" CLR -- #5 CONT. drain 1 ar per ft. of d o BY. COAST GEOT ECHNiCAL INC. - ' hood joint. TYPES OF SPECIAL INSPECTIONS SPECIFIED. 3 CLR s 3' CLR , 1'-0" 1' -10' #h5 16' O/C 2. FOUNDATION TERIAL: SILTY SAND 10. IT IS THE RESPONSIBILITY OF THE OWNER TO INFORM THE SPECIAL INSPECTOR OR 41 2. INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR PERFORMING ANY WORK THAT #5 COOT eo 6 3. MINIMUM FOUNDED DEPTH a WIDTH OF FOOTINGS: REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT THE REQUIRED SPECIAL _ BELOW ROUGH PAD GRADE .......................... ....12" INSPEC77ON IS SUBJECT TO REMOVAL AND RECONSTRUCTION. CLA BELOW LOWEST ADJACENT FINISHED GRADE ................12" C die. drain wNh 1/4 gak wins Mail WIDTH ................... ............................12" screen, 8! on canter, or one horizontal 4. FOUNDING OF F007IN & SLABS: ON FIRM UNDISTURBED RETAINING WALL RETAINING WALL raw open Mod ��' NATURAL SOILS OR APPROVED COMPACTED SOILS. SUMMARY OF SPECIAL INSPECTION Lill d unhdkturbed d ho 1. Concrete 10. Spray applied fireproofing 13c. Provide soil compaction D E natul soil. 5. SOIL PRESSURES: 2. Botts insfalfed in concrete 11. Deep foundations (piling, test results, depth of fill, SOIL BEARING ................ ............................... 1500 PSF 3. Concrete moment resisting duffed piers a caissons) relative density, bearing TYPICAL SECTION space frame 12 Shotcrete values, if any COEFFICIENT OF FRICTION ........................0.35 4. Reinforcing steel and 13a. Verily soil conditions are 13d. Provide soil expansion test � ............................. prestressing steel substantially in conformance results, expansion index, PASSIVE PRESSURE ...250 PCF 5a. Weld testing, ductile moment with the soft investigation recommendations for 357.5 CREST OF BYPASS 5- 1/471 8' Mods Wall CANTILEVER ACTIVE (LEVEL) PCF resisting steel frames report foundations, on grade floor NOR 3570 5b. All struchiral welding 13b. Verify that foundation slab design for each 9 12' Nock Wall CAN77LEVER ACTIVE (2:1 SLOPE) ....................60 PCF including reinbrcirrg steel excavations extend to building site -Tx - ` Marta c cast - ih -ploa VEHICUL AR SURCHARGE 200 PSF 6. High strength bofting proper depth and bearing 14. Special cases (describe) ` .5' FREEBOARD V N'S 356.5 Fimslned SEISMIC LOAD ...................... PER UBC 7. Structural masonry strata 15. Off-site fabrication of - `�\ S1MYN►A1EA S. Reirdorced gypsum concrete building components Ground Lire Vol tical Rend. 9. Insulating concrete fill 16. Other structural inspection CAPACITY 777 CF. N - � �^'`� � � SPECIAL INSPECTIONS UBC i 70 i No. n of type of i as re by �� 1- T ' ' . � \`� 5• P �� NM srA � �rolp�alF� t vertical per, nspection required, location, remarks, etc. Design strerrgrh ANSIAON APRON �i Tap d _ �� 111 I� � P>pE 355.M Grout filled black cob Top FOR SPECIAL INSPECTION: 7 STRUCTURAL MASONRY DETAILS: DETAIL F I'm 1500 psi . 1 (I I I \ 0 0 0 0 x 13a VERIFY SOIL CONDITIONS ARE IN CONFORMANCE W /SOILS REPORT 1. THE CERTIFIED SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF REGISTERED I I �I ! \`� X 00 4p, J PROFESSIONAL ENGINEER. 13b VERIFY FOUNDATION EXCAVATION EXTEND TO PROPER DEPTH AND BEARING STRATA 1s, P: CC �� 0 0 0 o I Q JI�I 2 FIOrfZOf,I reifd. thm r X 4 • • • PROVIDE SOIL COMPACTION TEST RESULTS, DEPTH OF FILL, RELATIVE DENSITY, �llLIT��I I� I T�� 1 1. ca P& mm s-i bond, block 2. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL 13c 90% RIP -RAP DlSS�A TOIR PER SONi'SB D - - IE 25264 ll W Z (mo Key AND THE ARCHITECT. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE BEARING VALUES, IF ANY USE No. 2 BACKING 1' 7MCK ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE Ill CAP DETAIL KEY DETAIL ARCHITECT AND THE BUILDING OFFICIAL. - 0 Z NOTES 3. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT, SIGNED BY CIVIL ENGINEER, - 1 PERFORA7ED PFE W STATING WHETHER OR NOT THE WORK REQUIRING SPECIAL INSPECTION WAS IN ACCORDANCE III I I I1 =11I I I I� Z 8 1. M masonry hg walls s?�i be consblx.4ed 00 P' bht!' WITH THE DRA WINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS 6' PVC OUTLET PER PLAN &oinnoge 1 1114 an shown how - -. 2 4' dim-00 drain MW be farmed by pbcirq a bock ow it's site. OF THE UBC. � Q�pF ESS - lO . OUTLET TO CREST OIRIVE 1' PVC OUILET PIPE BOTTOM m s p F 0 1x W �„� 9 ° m WATER QUALITY ReOsiotl B oved Date SAN DIEGO REGIONAL STANDARD DRAWING Ie "AL STr�t1oi M COWTIM Z u� No.26�04 m x �,,�,, , Exp. 3 -31-04 DETENTION BASIN W DETAILS FOR MASONRY RETAINING WALL ��^ R Date 19246 oo slit 01 v Z DRAWNG C -8 F OF CA1.�E� to N NUM�R REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT BY MAW BY swan BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRA WING NO. COUNTY 6ENOWARK /004Z 0#S SQUARE PLANS PREPARED UNDER STJPERVISlON OF RECOMMENDED APPRO GRADING alt STRUCTURAL PLAN FOR LOCATED AT 7HE NEST ENO OF THE NOR1HifEST 9/3 V CON<,m V CVR9 A 7HE N iERSE C 71OIN OF LADE DR HOR►IONAL i • =10' DACE 3 LA VACOT RESIDENCE 7879 AND NEST WV DR. AND N FROM sAN DIEGO COUNTY vERn CONTROL ._ RISE N 26404 BY : BY LOT 34, BLK. E & P01? BLK. F. MAP No. 2114 CDP 02 -248 PER COUNTY OF SAN Di1500 DRA N0. 3257 -1 � 1 -4 T SOWARD IZCE : DA c A.P.N. 262 - 042 - 13 & 14 X8 NO 03-004 DATE : 9/3/03 SHEET 4 OF 4 DOVER OF AVRK D P. 3/31104