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250 'PEPFECT'PROSaE PLATE A RODNEY STOKES CO. SEWER NOTES VALLEY VIEW TERRACE LEUCADIA COUNTY WATER DISTRICT (L. C. W. D.) I ALL WORK SHALL BE IN ACCORDANCE WITH THE L. C. W. D. STANDARD SPECIFICATION. 2 THE CONTRACTOR SHALL SECURER PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION, 3 THE CONTRACTOR MUST SECURE APPROVAL FROM THE L. C. W. D. INSPECTOR PRIOR TO BACKFILLING OVER ANY SEWER YS. 4 THE DRAW INGS AND THE LATA HEREON ARE HEREBY MADE PART OF THE SPECIF ICATIONS. (V J 5 NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF L. C. W. D. ENGINEER. � .. .. .. „ 6 APPROVAL OF THIS PLAN BY L. C. W. D. DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY , \ OF THE LOCATION OF, OR THEEX/STENCE OR NON- EXISTENCE OFANY UNDERGROUND UT /CITY, PIPE, r \ OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. ' Q � �� / 2 3 4 5 6 �\ 7 ALL LATERALS ANDM41NS SHALL BE TESTED AFTER CONSTRUCTION OF ALL OTHER UTILITIES AS SPECIFIED [ O \ IN L. C. W. D. SEWER SPECIFICATIONS. 8 CONTRACTOR SHALL NOTIFY L. C. W. D. 48 -HOURS IN ADVANCE OF BEGINNING WORK SO THAT Q MH3 \ INSPECTION CAN BE PROVIDED. 9 ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITHA 48 it MIN. COVER. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. `� / DER EP $ o m� /0 ALL LOTS SHALL BE SERVED BY 4 VC P LATERALS SET AT A MINIMUM GRADE OF 2.% WITH A ,� 5 IO SE T ::4o MIN /MUM DROP OF 03`, AND AN INVERT DEPTH OF 5.5 AT THE PROPERTY LINE, UNLESS ` , $ � per OTHERWISE APPROVED BY L. C. W. D. \� LEUCADIA SCENIC C04IRT - - _ BO o L A MHI MH2 W. A To l l STANDARD SPECIFICATIONS OF L. C. D. FOR SEWER CONSTRUCTION ARE AVAILABLE AT THE DISTRICT OFFICE. 8 V.C. P. SEWER 1p S S ( Ail l2 ALL CONCRETE TESTING REQUIRED BY THEDISTRICT WILL BEAT THE EXPENSE OF THE CONTRACTOR. _may W 6 A. C. µ, W� ` /3 JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE DISTR /CT. 1900'LK. -� / 14 ALL PIPES SHALL HAVE A MIN /MUM OF 4 "OF CRUSHED ROCK BEDDING, AS SHOWNON L.C. W. D. STD. DWG. S -12. —� \ -,DRAINAGE EASEMENTS,� \ 15 THE INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. 16 WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED TO THE DISTRICT INSPECTOR BY A QUALIFIED SOILS ENGINEER WH/CHCERTIFY THAT TRENCH BACKFILL WAS COMPACTED PER DISTRICT SPECS. \ N 17 THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THERE /N. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES 5 ` OR MORE IN DEPTH AND /3 12 / l l0 9 8 APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS 5� ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BYA REGISTERED CIVIL OR WORK TO BE DONE STRUCTURAL ENGINEER AT THE CONTRACTORS EXPENSE. / •. •• IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO COUNTY ENGINEER 18 FOR LATERALS 6 & 7 USE DEEP CUT RISER PER L. C. W. D. STD. DWG. S -I5. DEPARTMENT STANDAND SPECIFICATION AND SPECIAL PROVISIONS FOR IMOROVEMENTS CF SUBDIVLSM STREETS AND STANDARD REFERENCE DRAW INGS, COUNTY STAND. DRWG NO. ITEM LEGEND I L /MITS OF GRADING AS SHOWN ON TYPICAL SECTIONS KEY MAP 2 THE CONSTRUCTION OF 8' V C. SEWER MAIN AS SHOWN THUS / 3 THE CONSTRUCTION OF 4" V. C. SEWER LATERALS AS SHOWN THUS STA. NO S SCALE l = 50 4 THE CONSTRUCTION OF SEWER MANHOLES SHOWN THUS 5 THE CONSTRUCTION OF AN ASBESTOS CEMENT PIPE WATER MAIN SHOWN THUS W GENERAL NOTES 6 THE CONSTRUCTION OF l " COPPER WATER LATERALS SHOWN THUS --{� 7 THE CONSTRUCTION OF A FIRE HYDRANT SHOWN THUS 8 THE CONSTRUCTION OF /B` R. C. P. STORM DRAIN SHOWN THUS - I THE CONTRACTOR TO VER IFY LOCATIONS, BOTH HORIZONTAL AND VERTICAL OF EXISTING UNDERGROUND UTILITIES, D -I 9 THE CONSTRUCTION OF A GRAVITY TYPE HEADWALL AS SHOWN THUS 2 ALL UNDERGROUND UTILITIES AND LATERALS TO BE INSTALLED BEFORE CONSTRUCTION OF CURBS CROSS GUTTER OR SURFACING OF STREET. D -5 /0 THE CONSTRUCTION OF A TYPE A` CURB INLET AS SHOWN ON PLANS 3 THE STRUCTURAL SECTIONW /LL BEINACCORDANCE WITH SAND /EGO COUNTY STANDARDS AND AS DE TERM/NEDBYTHE MATERIALS LAB. G -45 /l THE CONSTRUCTION OF 6" TYPE `G` CURB AND GUTTER SHOWN THUS 1 4 A PERMIT SHALL BEACQUIRED FROM THE COUNTY ENGINEER FOR ANY,EXCAVATION WITHIN THE EXISTING RIGHT OF WAY. G -35 12 THE CONSTRUCTION OF A PORTLAND CEMENT CONCRETE CROSS GUTTER SHOWN THUS 5 1 "COPPER WATER SERVICE WILL BE SUPPLIED TO EACH LOT AND LOCATION SHOWN ON THE AS -BUILT DRAWING 207 -4T, 305 -3 T, 8 306-1 13 THE CONSTRUCTION OF PORTLAND CEMENT CONCRETE RESIDENTIAL DRIVEWAYS SHOWN ON AS- BUILTS THE LETTER t W ' WILL BE STAMPED IN FACE -OF -CURB AT EACH LATERAL LOCATION. 14 PREPARAT I ON OF THE ROADWAY SUBGRADE , PLACEMENT OF BASE MATERIAL AND ASPHALTIC 6 4 V. C. P. SEWER LATERALS WILL BE SUPPLIED TO EACH LOT AND LOCATION SHOWN ON THE AS -BUILT DRAWING , PAVEMENT SHOWN THUS _.... THE LETTERS ' W /LL BE STAMPED IN FACE -OF- -CURB AT EACH LATERAL LOCATION CONCRETE 218 -1, 219 -1 15 THE CONSTRUCTION OF COVERED STREET MONUMENT SHOWN THUS 7 IT SHALL BE THE RESPONSIBILITY of THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED 410- T 16 THE CONSTRUCTION OF 7000 LUMEN ORNAMENTAL STREET LIGHT SHOWN THUS IMPROVEMENTS, AND BEAR THE COST OF RELOCATION, TO AN UNDERGROUND INSTALLATION. 301 -2 17 THE CONSTRUCTION OF A STREET SIGN AS SHOWN THUS 8 ALL ROCK SLOPE PROTECTION SHALL CONFORM TO STATE SPECIFICATIONS SECT /ON 72 OF JAN. 73 ° n i " E r ^ COSTA A 9 ALL TELEPHONE SERVICES WITHIN THISSUBDIVISION ARE UNDERGROUND INSTALLATIONS, FOR LOCATION OF CABLES AND ` s /8 THE CONSTRUCTION OF 6` PORTLAND CEMENT CONCRETE PAVEMENT SHOWN THUS APPRUTENANCES CONTACT PAc1FIC7ELEPHONECO. 298 -0595 19 ALL SLOPES OVER 3`HIGH WILL BE PLANTED IN ACCORDANCE WITH COUNTY SPECIFICATIONS /0 ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS. FOR LOCATION OF ELECTRICAL E FEw AVE, 20I -2 20 THE CONSTRUCT /ON r 52` uF6` TYPE A` A. C. DYKE SHOWN AS THUS CABLES AND GAS PIPING AND APPRUTENANCES CONTACT SAN 0 /EGO GAS &ELECTR /C CO, 729 -49/7 " "O 208- 1 -T(ALT "B`) 21 THE CONSTRUCTION OF A.B.M. DITCH AS SHOWN THUS AS BU I LTS ll THE CONSTRUCT /ON OF ONE PCC STANDARD DRIVEWAY PER LOT, LOCATION TO BE DETERM/NED/NF/ELD BY THEENGINEEROF WORK. PCC SURFACING OF DRIVEWAY TO EXTEND FROM CURB TO PROPERTY LINE. D -14 22 THE CONSTRUCT /ON OF CONCRETE COLLAR gr}! � = 3'bl7AT . AIN' o 12 THE ENGINEER OF DESIGN SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE CONSTRUCTION WORK /N n m RCE 13879 ` DATE 7-1 ACCORDANCE WITH THE CONTRACT DOCUMENT, NOR SHALL HE BE REQUIRED TO SUPERVISE CONDUCT OF THE WORK OR THE CON- ft LE — STRUCTION PROCEDURES AND SAFETY PROCEDURES FOLLOWED BY THE CONTRACTOR OR SUBCONTRACTORS OR THEIR RESPECTIVE GRADING PERMIT # 7050 EMPLOYEES OR BY ANOTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE ENGINEERS EMPLOYEES. PRIVATE CONTRACT 13 THE CONTRACTOR SHALL VERIFY LOCATION OF POSSIBLE UNDERGROUND /RR /GAT /ON SYSTEMS WITHIN STATE HIGHWAY DEPT. OF TRANSPORTATION RIGHT OF WAY VICINITY MAP BEMENT DAlNW000 STURGEON S HEET COUNTY OF SAN DIEGO ANN CIVIL ENGINEERS I ENGINEER DEPARTMENT SHEETS 14 THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING STATE HIGHWAY DEPT OF TRANSPORTATION RIGHT OF NO SCALE 6150 MISSION GORGE ROAD, SUITE 128 LE UCADIA SCENIC COURT WAY FENCES AND PROPERTY TO ORIGINAL CONDITION. SAN DIEGO, CALIFORNIA 92120 15. DRIVEWAY GUTS FILLED WITH ASPHALT FOR LOTS /, 2,AAID 3. NO DR /VEVVAY CUTS 280 -4842 /N VALLEY VIEW TERRACE PROJECT 73 -98 1N5TALLEO /A/ LOTS 8, 9 /0, //, /2, AND /3. SAN DIEGO COUNTY FLOOD CONTROL DISTRICT SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS N Description Approved By Date BENCH MARK DEPT. OF SANITATION Q FLOOD CONTROL LEUCADIA COUNTY WATER DISTRICT SAN D/EGU/TO IRRIGATION DISTRICT Recommended for ppr Appruv GC'?F � SHOWN ON THESE PLANS WITHIN EX /STINI�OUNTY RIGHT -OF -WAY Description: STANDARD COUNTY MONUMENT /N SIDEWALK © ADDED DRIVEWAY NOTE fo-it•7f No. 0. C. 178 �. gineer WITHIN 60 DAYS AFTER ISSUANCE OF,THE,CONSTRUCTION PERMIT J � / % �� Location: S. E. CORNER LA COSTA AVE OVERCROSS/NG � ubd rvision Enq neer County En AND TO PURSUE SUCH WORK AC TI ✓,€LY ON E4RY NORMAL WORKING APPROVED BY APPROVED BY �D6 ° S`Y�...�� APPROVED / �6 (�/r�T M 13 Tf AT I - 5 Enginee k Che <ked b C. T. US N — DIRECTOR SECRETARY- MANAGER COUNTY ENGINEER VERTICAL CONTROL DATA _ T. M. DAY UNTIL COMPLETED, IRRESECT7 AiVD /NOEP NDENT OF ANY OTHER _. Record From: WORKASSOC /ATEO WITH TH /S93EVEL WM&VT $1 74 �� l �� Elev: 48.164 Datum: U. S. C. G. S. Approval dote DATE DATE ��pl�s' DATE R C E. /5879 8 / 23 �7te 32 OR UNDER MY CONTROL. � 7 eeeeeWleeW OWNER FILE NO. �N J - d�Ia� a/4 �4 �� M r o SEWER PROFILE / GROUND LINE m - h 4 M M ^ + + PC) °) o d t�� N - 74.9/ VC i/ i - - - _ 140 M N _ M o M N M �° \ a F, NISHED GRAD SCALE HO l = 40 - - � - - r p OVER SEWER _ - - V ti - MO N +O y GROUND LINE VERT l 8' to y M N - N ep m a . h O / ( 10,04' / y o w \ 6.2/, .84 4i GROUND L /NE _ M O /P Q O Q M N - -- 130 2� TYP ZO 300'VC - -- -�� o *may TYP WhY INVER + _ __ - c.. d - Qy t� Q � -- � NN o�°O � � � � _ CID N- - -- - - I4O N ' �a ^+ ^ n0 OO N ICF \ IQ "� \ O O �M _ M �O M M° �� MN V �O hp �� O V� h °� It / _ - cD h yt Ci O m a0 op TO MEET EXIST. 100 r9 M V m M ° N ,,- GROUND LINE \ Q n n �' W V - - - - M + M \ M\ M �O 2 V V \ M V 18.2 6 A. C. WATER a - M i N M N N N o Q ti i O Typ F INISHED GRADE - - - V Q h M M N �? m \bn o ° - _ _ V 4? B CROSSGUTTER 6" N' aMio NZ \ M Op \ y 9L15' _ _ I30 W cn0 O. �N ym i W ��: ON CURB /f� \ GROUND L /NE O N N N C o W m o o o �, GROUND L IN W p 320 VC - - - -njN Op 2j M N NM °� �h / s� y K y INVERT po Q ♦ N h GRADE p rn {� Q \ `'" W ►' - - - - - GROUND LINE \ °I o 10 y ' \ /00 VC m \ 1�ON b y 8 co ti y /6 tG.ROUND LINE \ 40. �� �~ - �4 A14 4 �4 / h INVERT Mo \\ ^ GRADE �, T YPI CA L CROSS SECTIONS ° 'A M /40 0 0 O o N�j �M �+ m+ O KN V. N a \\ �N: � A S O W y \ ° �O M �o �o � M + cd�r �o "�' �V� + .' A\� ° io 70 NO SCALE �\ (,\" Wti ~y CAUTION - Qr b �\ mN ° N \� O / 3 \ Hy� � „N,N mod° 5o sa EXIST /2 V.C. 3ry4. T o + OD �'qs� ,� ° h \ 6.2% 24.84 o STORMDRAIN S EWER MAIN h` - -- - -- - + N cD % I L IMITS OF GRADING l3O Q NN y o �� TY\ 4 ON CURB PROFILE D a0 30 - -20 - - 2� 150 VC NN mo 1 10 0 ,0 Q� 1, 661 V . roo 9L15 \0 .o ll' t - - 9 - -/0 Qy co vo ? V•� p \ d 5 d d d 5 d 5 � SCALE HORZ l - 40' 3 • W EX /STING PgVEME ADO NM �O v p V• 0 \ / / 5 / 5 / / - Q N�* m k Mo+ O 1823 w v �- co_ y - - -- _ .s .. 6 ° TYPE G CURB %c NM No W VERT l 8 � o rrP 2 = v LEUCADIA SCENIC CT PROFIL E ~y N M O m V 3 TO MEET EXISTING PAVEMENT „ co M Q WITH A SMOOTH TRANSITION 6 PCC PAVEMENT ca v � N rn �^ � v TYPE A CURB INLET 6 IN LENGTH �r ° SCALE HORZ I = 40' AN DREW AVENUE " Wm O EXISTING V a y VERT l = 8r 150 VC - a h 74.9/ VC -�� /ABM DITCH LOOKING WEST EXIST. A. C. PAVING EXIST. BLOCK WALLS v d EXIST. PCCPAVING W •ELEV. SHOWN ON PROF /LE EXIST l0 DRWY y A.B.M. D /TCN PER I; R/ k STD. DWG. 2oB -/- yj l N W 6 TYPEA'A.C.DYKE SALT DET B " M /TS O GRADING - 52 OL ° I :3 Tic 26 , 26 -3/' 5 21, R'AD pg 25" E ; h ��' A C. PAVING 2 1 S S7 V o,& Q Ib Po / Cs, �. GT 2iL l -► 24 /6 STREET /6 .- -2% Z. 8, �cV ! p w _ BRIOL E f$1 TH `- 2 % 2 V i/ TYPE G CURB -- ° N BOUNDARY e Q : 3 6 TYPE G CURB •. o i 6 O/ _ Q 2 A.C. WITH 0 -10% GRADE THE STRUCTURAL SECTION WILL BE /N ACCORDANCE A, � O x 4t W 2V2 "A.C. WITH 10 -12% GRADE 3" A. C. WITH l2 -14 %GRADE WITH SAN DIEGO COUNTY STANDARDS AS DETERMINED BY THE MATERIALS LABORATORY. Q O OVER G'" DECOMPOSED CyR4/V/TE ,a % °'PO' 1 2 3 '' = 4 5 6 L EUCA D/A SCENIC COURT LOOKING SOUTH -r �' \? 7 'h/ E 136.77 WEST EDGE ail / 8'CROSSIGUTTER ST j Q Q GO \ EAST EDGE M _ + .y 'G o + ti \ 5 \ rL 137.4/ h� N M v 600 �� i� a \ ANl �� r i 40 a ?p If PAVING NO. DELTA 0 G. RADIUS LENGTH REMARKS LOT N0. INVERT DEPTH INVERT ELEV INVE T DEPTH D L REMARKS �% &A N M a 5E` v � �:� CURB DA TA AT MAIN (A) AT MAIN AT (Bl E STREET'SIGN W S q? p ME \ ° i I a EPS �\ / d = l5 47 58 170.00 46.85 SEWER LATERAL DATA + EXIST. P. P. / 4 \ 2 = 7 * 127.7 5.5 7 4 20 ° ' - SAN DIEGUITO IRRIGATION N 65 38 /i�E 36 32 118.62 5 5 DISTRICT WILL TAP AND / i ` ©� \ 40 d= 4/ 184.00' _.._,1 -- O' ' 109 4 5 4" 2/.0' 7 /0. k -O\ 99 BB 5.5 4 3/. O / I/ / / / I / MAKE CONNECTION AFTER �V h 9 ? / / 2 i �� 5 24 23 44 E 270. T7 _ 7.84 00 B6 2 0 DEPOSIT HAS BEEN MADE �0i I \ E A C URB 6 d = 47 2 - 30 00' 24.84 5' 90.79 5.5 4 2 -* i TYP INLET > z\ WITH THE DISTRICT 6 6 ' IN LENGTH t N \"u' a 7 °- 274 ° 5 / 4B _ 38.0 /82.30 __ 5.5 4 /O. SEE NO TE 16 \ A v < STREET LIGHTS _ �5 Q O / - -� - BRIDL PATH _. �2 i R ' /4.85' �� z/ o 13.16 5 5.5 / 4 ,/ 10.0 SEE NOTE l8 \ 9 z ' N78 05508 "W � \i i m g ©N 24 23 4 4 E ___ _ 270.7T B 11.56 86.78 5.5 4 BO \ - w i o Ol 29 216.00' / n 5 66 l / / u 55 l F. g = ! _ _ 22 4 -' m O I REET LIGHT \ 1D.0 ��a2 9° / ? V /� / O� 0 \ �� _ / 8! l5' E 0 6 36 32 .B' " O 0r OI W Ww h I " <' \ /ooh °s' RCA / �� \g e0'1 65 � F // d= 76 ° 42' ll" 30.00 40.16 o Qi t M i p p \ 2 \ 5 4 31.0 " © o z o + + 2 �/ q F Op�D G 11 SEWER DATA 2 /0.16 117,64 5. r. O ° 2 55 " 30't r til a\ = 12 0/ 200.00 44.10 8_ V_C.P. N o Q �F iQ' \ y h 5 2 N 24 E 255.90 __ ___e __V.GP -__ -__ GRADING PERMIT # 7050 ^ �l' N �/ \ 5 o / // i/ aI ^� �'N m of �i a ° r � Sg�P� s 3 N 0 25 50 4 20 8 V.C.P 3 al I°j pia y :� +, W'h v / ` \ (a� ,� WATER DATA PRIVATE CONTRACT ` I h y ' - - + Mlp // / 9 / N _6 3 /B E 65.40 8 A.0 WiM O Q �� ` ABM " G 2 - 41 29' 2 2.00 /5 . BO' 6' A.C. SHEET o � N M CF h -- - - -- i I 054 \�� 3 N 24 _E_ _ ___ 345.85' - 6' A.C. ENGINEER O 2 320.9 z 3� ❑ L COUNTY 0 F SAN DIEGO' M �(. � CONNECTING L DEPARTMENT ESETS 13 �� 12 11 10 9 8 �� l TOB P ER �/ STORM GRAIN DATA PLANS FOR THE IMPROVMENT OF: 2 2 � .4 s r0. wc yl (���h� y �� T. DET B) 9 STATE HIGHWAY DEPT. ° ;L / \ P OF TRANS. ENCROACHMENT S 65 38 /B E 1 l8 R C. EUCADIA SCENIC COURT �� a0 G� 1C� PERMIT NO 1/74 -E -76 739 d = 55 22 40' 40.00 38.60' /8" R. C. P. L EUCAD /A SCENIC COURT 0 0J �\5( \� N� DATE AUGUST /3, /974 N 59 06 42' E 14L53 /B' R. C. P / N VALLEY V IEW TERRACE SUBD/VIS10N elo COUNTY APPROVED CHANGES BENCH MARK BEMENT- DA /NW000- STURGEON No. Description Approved Iy Dot* F o. C. l7e ` '1'"1nded fo, p Descrip STANDARD COUNTY MONUMENT IN SIDEWALK 'cl l � (!% `� Approved � Ql,�� i CHANGED RADES 9��1�s IJ•. CIVIL EN6NIIEERS Location: S. E. CORNER LA COSTA AVE. OVERCROSSING a +Ion nylneer 2S County Engineer 6150 MISSION GORGE ROAD, SUITE 128 ® CHANGED UT /1 /T y if� 2117, AT 15 InYin «r of work lChocked b LOCAT/ Record From: COUNTY ENGINEER VERTICAL CONTROL DATA `--0f !i SAN DIEGO, CALIFORN /A 92/20 vlicl7f Approval dale A5 BUILT EI•v: 48.16 Datum: USCGS ft. C. E. /5 9 �3 7rG 55 2B0 - 4842 PROJECT 7J-98111 A5 BUrL.T sTlz S�crro ° /11h, FILE NO.