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268 'PERFECT °PaoFiLE PLATE A RODNEY STOKES CO. w - W CARDIFF' PROP UNIT NIQ- W O R K T O B E DONE � N IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING 0 THESE PLANS, TH ENCINITAS w w 1= z a CURRENT SAN DIEGO COUNTY ENGINEERING DEPARTMENT STANDARD SPECIFI ATIONS AND SPECIAL ° as &"' SUBDIVISION BOUNDARY - EXIST.FH & GV GENERAL NO TE S : PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD R FERENCE DRAWINGS, 0 0 a a ° &� Leo E - I. THE STRUCTURAL SECTION W BE IN ACCOR WITH SAN DIEGO COUNTY THE STANDARD SPECIFICATIONS AND DRAWINGS OF THE SAN DIEGUITO IRR GATION DISTRICT FOR LLg & z d= wzo - - -��� - - -- EXIST.WATER WATER MAIN CONSTRUCTION AND THE STANDARD SPECIFICATIONS AND DRAW NGS OF THE CARDIFF c� �cP� 01- �° ° -�-o SHE 2 MAIN 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAINTAINING ALL SANITATION DISTRICT AND THE CURRENT EDITION OF THE STANDARD SPEC FICATIONS AND DRAWINGS 53 - azc �A K R I V E EXISTING UNDERGROUND UTILITIES DURING CONSTRUCTION. OF THE CITY OF SAN DIEGO. 3 > w c EXIST.60' R04D EASB�1rIJT GRANTED 1 10 "GV 3. THE ENGINEER OF DESIGN SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SANTA FE DRIVE FAILURE TO CARRY OUT THE CONSTRUCTION WORK I N ACCORDANCE WITH THE CON- I M P R 0 V E M E N T S S T D• D W G S. L E G E N D RANGE- TO 03XTY OF SAN DIEGO REC. 481 4110 TRACT DOCUMENTS, NOR SHALL HE BE REQUIRED TO SUPERVISE CONDUCT OF THE z 1z ALL RD. ' ► Ei CAROIFF PROPERTIES , DO 4- 11 -51C.NO.L5M, BOOK WORK OR THE CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR OR SUB- GRADING OF STREETS (TYPICAL SECTION) 4112 183 2 47 477 47 413 0 F X UNIT NO. 7 LM, PACE 197, 0. R.. CONTRACTORS OR THEIR RESPECTIVE EMPLOYEES OR BY ANOTHER PERSON AT THE 'o w JOB SITE OTHER THAN THAT OF THE ENGINEE r S1 (3J R'S EMPLOYEES. PREPARATION OF SUBGRADE & PAVING OF STREETS 'CARDIFF \ CARDIFF PROPERTIES UNIT N0. 3, 175 172 BY THE SEA - � MAP NO. 7502 2 3 47 176 ti 4 A PERMIT SHALL BE OBTAINED FROM THE COUNTY ENGINEER'S DEPARTMENT FOR TYPE G CURB WITH 6" CURB FACE G -45 CI - CARDIFF PROPERTIES UNIT NO. �I "' N . EXCAVATION WITHIN THE EXISTING COUNTY RIGHT -OF -WAY. 6" CURB G -44 - �5 - cc EDWINA WAY - '�� 4, MAP N0. 7528 p N C I W o 5. L OCATIO N : ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLA- 4" P.C.C. SIDEWALK 212 -2 DEBANN RD:- �`- CARDIFF PROPERTIES UNIT SECS Z F4'9IB 48 485 911 BIRMINGHAM DR.-__- NO. 5 a 0 0 TEEPHONE OONPANY F B A AT2980595ND APPURTENANCES, CONTACT THE PACIFIC SURVEY MONUMENT 218;219 Ii LEGAYE DRIVE J �NOLBEY STREET M 487 486 2 z 6. ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND `' CL o INSTALLATIONS. FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND A.C. WATER MAIN (SIZE AS SHOWN) SAN DIEGUITO IRRIGATION DISTRICT _W 2_ DO RA DRIVE S • 6 411 w I z APPURTENANCES, CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY AT 232 -4252, L 0 C A T 10 N M A P EXT. 1658. Q WATER LATERAL ( SEE NOTES 13,1*35,27)SAN D I EGU I TO I RR I GAT I ON D I STRII CT ( SIZE A S J494 497 498 a L 0 T 5 8 1 7. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED BEFORE CON- CAST IRON GATE VALVES & STANDARD � NOT TO SCALE W • o � I- a STRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. SAN DIEGUITO IRRIGATION DISTRACT 3 SUBDIVISION BOUNDARY - VALVE BOXES WITH CAST IRON COVER - 49 49 > ' ' 8. CONTRACTOR SHALL UNCOVER LOCATION OF WATER MAIN CONNECTIONS PRIOR TO BE -FH I A R m 457 45 /6 463 = z GINNING INSTALLATION TO INSURE CONFORMANCE WITH LINES AND GRADES SHOWN F I RE HYDRANTS & APPURTENANCES SAN DI EGU I TO I RR GATI ON DI STR1 CT ll ON THESE PLANS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF F NW S ' 550 549 546 *4543 51 59 53 534 533 STREET S� 156159 46146 THE DISTRICT NGINEER PRIOR TO PROCEEDING. AC SURFACING A \ 3 554 553 535 532 � � � 1 BLOWOFF VALVE ASSEMBLY AS SHOWN-SAN D I E G U I T O I R R I G A T I O N D I STR I CT \ / 5 55 551 548 541 540 53 536 �, 2 ) BO , N 0'\ v / X 558 557 556 55 O 5 8 0 TER- SHEET S /� 149 L T V C.P. SEWER MAINS (SIZE AS SHOWN)_CARDIFF SANITATION DISTRICT -S I - $( \ �' C a \ 56i 559 SEWER & WA i°��� / 50 50 a 455 52 450 �, I II II 4 V.C.P. SEWER LATERAL CARDIFF SANITATION DISTRICT �N� ,3 `� °-��_ +r 44 ROPEIRTIES UNIT NO• 4 � iD 560 �� c 562 �s� s / 50 1 451 C R D � F F CONCRETE MANHOLE CARDIFF SANITATION DISTRICT 8nVC _ 2 I .� �� � � 50 - \ 56 563 7 \�� 10 "AC 50 505 50 501 45 45 INSTALLATION OF LIGHTS SPECIAL DISTRICTS EXHIBIT B �ACs� - ,4 �;/ �p 511 VC-1 ; :�^ \ 9s 50 CF-0 / P� �O 566 564 0�0 ��� 516 51 51 ,��® O� 51 519 �n 51 509 �- 44 `�\ _ TERRACE STORM DRAIN D -9; 220 -I --- DI - - -- 57 570 520 56 �°3� �� 521 51 �� 1 513 NpA��\`� 441 44 44 44 `� BIG CANYON GRAVITY TYPE HEADWALL D- I - - - -- 574 �� 522 23 �f 44 14 4/ I - - 574 577 57 � 4 �, cto' �.5 y ` 43 y M A N 0. 7 525 PIPE COLLAR D- 14 = - - - - - -- 578 57 \ 2 0� � � � \5�.WA� 10� \ „-, ,a � � 43 0 57 �r `�, 531 524 4- EX � (EX� TYPE A CLEANOUT D -I f Z 57 \� r V ��a 530 5211 521 525 O � r L 529 526 �. A. '� a \S!� \'t\ R. �' TYPE H CURB INLET, WITH G -5 GRATE 108-1 ; 111 -3 r LL S� AM \\ EXISTING DRAINAGE EASEMENT TO SAN �, WHEEL RAMP (SEE NOTE I6) 225 OR•• DIEGO COUNTY FLOOD CONTROL DIST. L" � CARDIFF PROPERTIES UNIT N0. 2 Z 4' ��� 0. PER DEEDREC.10307 F/P � �i � ROCK SLOPE PROTECTION RR7tAA4 •, 2901, 0. R. & (DELETED REFERENCE TO 2 WATER LATERAL) MAP N 0. 739 4 v J Off. OR1vE a U.1 CONCRETE ENCASEMENT CARDIFF SANITATION DISTRICT •-: STANDARD STREET SIGN - 30 1- 2 y N d� R �tiR 0 CROSS GUTTER & RETURN SEGMENT G G -42 o T r. N O T E S (CONTINUED) .- r J� - A 9. ALL CONNECTIONS TO EXISTING WATER MAINS SHALL BE MAD BY THE SAN DIEp1ITO IRRIGATION DISTRICT. MM ry ��L > 1 FOR THESE CONNECTIONS SHALL BE PAID FOR BY THE DEVELOPER. o _ m Q�`' f O 10. ALL WATER MAINS SHALL BE CONSTRUCTED WITH 36" MINIMUM COVER. o / L 0 T 5 8 1 �' e 11. GRADES OF 10% - 11.99% - 2 -I/2" A.C. OVER COUNTY - APPROVED BASE. r oc qtr Q O' GRADES OF 12mo - 13.99% - 3" A.C. OVER OOUNTY- APPROVED BASE. 12. THE CONTRACTOR SHALL UNCOVER EXISTING SEWER MAINS AND SEWER LATERALS TIEt AND ELECTRIC �#i, : ii I _ o WATER MAINS AND WATER SERVICES, GAS MAINS, CABLE TV, FIRE ALARM AND OTHER EXISTING UTILITIES AT ' _ ° - TWO HUNDRED (200) FEET IN ADVANCE OF TRENCHING OPERATIONS TO PERMIT GRADE R ALIGNMENT CHANGES. I SCALE: I = 100 Q I w 13. ALL WATER METER BOXES SHALL BE SET AT GRADE B Y THE SAN D I E G U I T O IRRIGATIOlk DISTRICT PRIOR TO PLA~ OF CONCRETE SIDEWALKS. o 14 2" WATERZATEGZA SHAD BERE01 11 ED Fca IzQTGx- 0 S TnTmms. z i- K E Y M A P LO _ 15. PRESSURE REGULATORS SHALL'BE' W(jTRff ALL WATER SERVICES. t- LU k C A R D I F F P R O P E R T I E S U N I T N 0. 7 i-ti. w 116. ALL STREETS SHALL PROVIDE FOR WHEEL RAMPS AT EACH INTERSECTION. WHEEL RMPS SHALL BE BUILT AS A REST - z a DENTIAL DRIVEWAY APRON 5' WIDE WITH STANDARD WINGS. SEE OOUNTY Of SAN DIE STD. DWG. 225. DENOTES STREET LIGHT, 7,000 LUMENS OQ? 17. ALL SEWER MAINS AND LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CJRRENT SAN DIEGO COUNTY DENOTES STREET LIGHT, 20,000 LUMENS SUBDIVISION BOUNDARY I STANDARDS FOR SEWER CONSTRUCTION AND SAID STANDARDS WILL GOVERN ALL SEWER TRENCH BACKFLLL. -0- DENOTES FIRE HYDRANT J 18. ALL FILL SHALL E3E COMPACTED TO 905 OR BETTER PRIOR TO INSTALLING SEWER PIPE AND MANHOLES. i -11 J cn �- `" ° T9. - ADJUST TOP OF EXISTING MANHOLES TO FINISHED GRADE. NOTE: WHERE EXISTING PAVEMENT AND G 20. EXISTING POLE LINES TO BE REMOVED BY OTHERS. ALL COSTS SHALL BE PAID FOR B THE DEVELOPER. 0 21. EXISTING GAS MAIN & VALVES MAY'RiEQUIRE VERTICAL RELOCATION TO MEET NEW FINISHED GRADE. RELOCATION SHALL LINE ARE ABOVE NEW PAVEMENT, GRADE AS SSHOWN. W lx BE DONE BY THE SAN DIEGO GAS & ELECTRIC OOMPANY.AND PAID FOR BY THE DEVELOPER. CL Ln 22. EXISTING WATER MAINS,SERVICES,FIRE HYDRANTS, VALVES & APPURTENANCES MAY RE IRE VERTICkI. RELOCATION. RELO- SUBDIV o CATION SHALL BE DONE BY THE SAN DIEGUITO IRRIGATION DISTRICT AND PAID FOR THE DEVELOPER. BNDARY ( PROPERTY LINE CL CL 0 CD 23. ADJUST TOP OF EXISTING WATER MAIN VALVES TO NEW FINISHED GRADE. VERIFY EXISTING WATER MAIN VALVE 3 42' 421 FOR STREET LIGHT LOCATIONS IN THE FIELD AND AT SAN DIEGUITO IRRIGATION DISTRICT. E � ' - TYPICAL LOCATION Q 24. 2" WATER LATERALS SHALL BE REQUIRED FOR IRRIGATION SYSTEMS. LY LINE OF ROAD ESMT. IO TYPICAL LOCATION 60' FOR STREET LIGHT a 25. THE CONSTRUCTION OF P.C.C. STANDARD DRIVEWAYS, LOCATIONS TO BE TERtIINED "' TEE -FIELD By THE L- 30' i 32' 10' OR FIRE HYDRANT 10, i ti- z OR FIRE HYDRANT LL ENGINEER OF WORK. P.C.C. SURFACING OF DRIVEWAY TO EXTEND FROM CURB TC PR ERTY LINE. USE STD.DWGS. 10' 32' PROPERTY � 3' 5' 20' �, 5' S' ~' G-22, G -23, 305 -2 &306 -I. / ELEVS. SHOWN IN PROFILE 5 '� �" .1973. 7' ° 26. ALL ROCK SLOPE PROTECTION SHALL OONFORM TO STATE SPECIFICATIONS SECTION 72 OF JAN r� , rELEVATIONS SHOWN I IN PROFILET -� ; � PROPERTY LINE � EXISTING FEATHER WITH�A.C. / \� 2% / _ Q 27. WATER SERVICE PIPE AND FITTINGS BETWEEN WATER MAIN AND WATER METER SHALL B PER ONLY. .PLASTIC WATER GROUND LINE � _ 2 %_ - ti . •. •.•.;: • v SERVICE PIPE AND FITTINGS BETWEEN WATER MAIN AND WATER METER WILL NOT, BE , P RM I TTED. REFER TO SAN DI1 EQJ ITO AS NECESSARY? o IRRIGATION DISTRICT STANDARDS. I/2: I I - � ' - 27o �4" P.c.c. • •.... •• • GRADING FUTURE ;� + ` - - - -- SIDEWALK i �4" P.C.C. SIDEWALK �I 28. FOR SEWER LATERAL DATA TABLE, SEE SHEET 5. G PLANT NIT. L 6869 PROPERTY --1 -- - - SIDEWALK, ( 4" P.C.C. l .TYPE G CURB LINE FUTURE / PRIVATE CONTRACT � FOR STRUCTURAL STYPE G CURB WITH 6 r C.F. SIDEWALK TYPE G "C.F. CURB FOR STRUCTURAL SECTION SEE NOTE I W1�{ 6 "C. F. NOpR SHEET COUNTY F SAN DIEGO 6 , �UR6 �i I \ WITH 6 ` 27 AND PAVEMENT , SECTION, SEE NOTE I AS BUILT PAVEMENT � 2 °AC ON G" CL 3 ACG. 8 ASE gOYV \ON AS a1 REMOVE EXIST.PVMT.1'/ AS OWLT PAVEMENT : 3'qC ON G" CL 3 AGG BASE T Y P I C A L S T R E E T SECTION ENCwEE DEPARTMENT SHEETS T Y P I C A L S T R E E T S E C T 10 N WODDLAKE DRIVE BILL K BRAMBLE PLANS FOR THE IMPROVEMENTS OF: LAKE DRIVE,.WOODGROV DRIVE, OFFSITE WATER, LAKE DRIVE NOT TO SCALE DATE 8 -77 OUTFALL SEWER AND ST RM DRAINS IN AND ADJOINING NOT TO SCALE ' SEWER AGENCY WATER AGENCY I COUNTY APPROVED CHANGES CARDIFF PROPERTIES UNIT NO. 7 BENCH MARK NO. OC -0020 Re c merytied Approved�� /- SAN DIEGO COUNTY FLOOD No. Description Approved By Dote 2TE ( f�/ f� zAa �" CARDIFF SANITATION DISTRICT SAN DIEGUITO IRRIGATION DISTRICT C14ANGWO SEWER L AARRAL t Description: s101y CONTROL DISTRICT SYMOOL PROM LO'Y NO. "S 3'S 74 1/" SEL PIN n Engin er county Engineer OF /� Q n OU - �pTE R.B. R g 12 -28 -73 Location: S 0 BALOUR DR SANTA FE DR APP X PR N APPROVED BY � APPROVED BY (` C.�_ L MATER T M. P. 1 -15 -74 BA R D 3 NT FE DR 2.5 IN 0 C R OF 8 FT CYCLONE FENC Engineer of work Chec b COUNTY OF SAN DIEGO VERTICAL CONTROL BOOK. . oval da e SANITATION & FLOOD CONTROL DATE T.M. 2869 -7 M 15 1974 C. J , HOUSON- DIRECTOR OF DEPARTMENT OF IN LIST OF INPTS. Record From: ' r1 7 C'�"+�Y $REVeSID Noi"E /4 328. 430 ,r_c i D.B. ' 1 Apprr /07.3 SL 6960 DATE 9'- / Pf x/973 Elev: Datum: - ILL K.BRAMBLER.C.E "8102 MI JLM�D fry 8� �--• y /a��7 - BY DATEJIL99 FILE N0. 1 21 MIC.ROFILMEG r •PERFECT "PRMLE '.. PLATE A EUGENE DIETZGEN CO. DELTA OR 13 14 15 W 16 17 �, 18 uj COURSE ITEM RADIUS BEARING LENGTH u uj ° Ul m > 146.50 1 40' V.C. '✓ C 1 6 IN TYPE G CURB N 0- 15-41E °a L; L O c cm v m C 2 N 0- 15 -41E 23.30 ru C3 � U LO C . f ;, y C 3 660.00 6 - 01 - 36 70.27 'W m r CC' = 335 Ln '� � m U ti .a .a w 6 IN TYPE G CURB TOTAL 240.07 o LLJ m m ^ co TOTAL Low la B I TYPE A DI KE o TYPE A' DIKE J C; m C] uj _ ._ ,*-FUTURE -0 ... 5� C_RAO_._ m rm m o CEFROMLINE DATAO RADIUS DELTA OR LENGTH 330 STATION STATION BEARING U (7 w u m / .C. ,? gF 14 +93.17 15 +62.65 �n 40' V 70.'00 5-41-1 1 69. EXISTING PAVEMENT GRADE �� LO u' S 0- 15 -41W 269.80 AT CENTERLINE O1 o CD 15 +62.65 18 +32.45 LD R r LO m ° . CU a La c APPROXIMATE LOCATION ppF ° C11 m a CD -� m CV) r4 WATER CONNECTION NO. 2 TO EXISTING r; m 4 335 `D N m WATER MAIN- SEE SHEET 3 AND NOTE 4 .a w r, SEE NOTE I m THIS SHEET N ,� ° mw N N h-- - �^ _ cu .-� .-i c m orrz w -2.3% �" m �-tn .� - o mw z v ` m _ -0 • S00's �"c GRADE m m � cm^ cli -0.5% a - EXISTING CTR. GRADE PER T.M.2889 -3, SHT.2 A - C) TOP OF EXISTING 330 / EXISTING PAVEMENT GRADE 0� MANHOLE AS OF 7 -20 -73 EXISTING SEWER MAIN- ° �"' (APPROXIMATE LOCATION AT CENTERLINE AS OF 7 -20 -73 SEE NOTE EXISTING WATER MAIN - 7 ? _ 60' V.C. EXIST EXISTING EDGE > _ __ ri •w SEE NOTE 4 + a PAVEMENT GRADE m w \1 a > S NOTE 7- III ao z W o - ------ APP _ ROXIMATE I N 6 335 EDGE PAVEMENT GRADE &DIKE GUTTER GRADE $ ° _ GRADE EXIST, INVERT ° " C. x 3 IN Mw C7 m m ou -2.4% _ ` -0 CB GRADE E3 F5 -� GUTTER GRA - 0.500 • /. CB GRADE -0.5 m E XISTING CURB GRADE % = 330 N g o m o ^ m p� y lY M i , ? (N m 14 d - ° `° U° • CAD w m m o m o- >- CD a° + o m m cD m uI m c "m �� a - m o o r -r ELU 60' V.C. - N Ln ° o u•I_ c$i > m m o o v w •..l Ln t p + m N >- to C PROFILE OF LAKE DRIVE uj m UJ U ti U . I r F3 m b3 SCALE: ,40' V. C. j VERT.: I "= 4' NOTES: I. ADJUST TOP OF EXISTING MANHOLES TO FINISHED GRADE. 2. EXISTING POLE �LINE TO BE REMOVED BY OT ERS. ALL COSTS SHALL BE PAID 3. EX NG C,AS MAIN HALVES MAY REQU IRE VERTICAL RELOCATION tO MEET NEW z FINISHED GRADE. RELOCATION SHALL BE DO 4E FY THE SAN DIEGO GAS & FLEC.CO AND PAID FOR BY THE DEVELOPER. w V V < _ _ 4. EXISTING WATER MAINS SERVICES,FIRE HY ANTS,VALVES & APPURTENANCES MAY SCALE: I "=40' REQUIRE RR VV � E � RT t IICA A L L pR�IEOCATIIOIN. F R�ELOC y ATII SHALL �BBERDONE BY THE SAN DIE- I M 5. ADJOST EXISTING & WATER MARN S TO EW GRADE. N SEE NO TES 9 �' 10• e . w 5 VERIFY EXI T WATEROMAINSVALVE LOCA IONS IN THE FIELD AND AT 6. THE CONTRACTOR SHALL UNCOVER EXISTING SEWER MAINS AND SEWER LATERALS, TELEPHONE AND ELECTRIC CONDUITS, WATER MAINS AND WATER SERVICES, GAS I A 3 MAINS, CABLE TV, FIRE ALARM AND OTHER EXISTING UTILITIES AT LEAST 0 ° TWO HUNDRED (200) FEET IN ADVANCE OF TRENCHING OPERATIONS TO PERMIT m WATER CONNECTION NO.2 TO S GRADE OR ALIGNMENT CHANGES. CTR. INIE-.RSECTIQU EXIST.WATER MAIN - SEE SHT.3 1 3 L K IVE & NOTE 4 THIS SHEET 7. EXISTING SEWER MAIN PROFILE IS APPROXIMATE ONLY AND MAY VARY. VERIFY 1 EXISTING 60' ROAD EASEMENT GRANTED o ACTUAL ELEVATION OF EXISTING SEWER MAIN IN THE FIELD. 12 +18.07 WDODLAKE DRIVE SURFACE WITH A.C. PAVEMENT M FUTURE PROPERTY LINE B. REMOVE EXISTING PAVEMENT AS REQUIRED. TO COUNTY OF SAN DIEGO PER DEED f MONUMENT EXISTING IMPROVEMENTS - FUTURE WIDENING - _ C , O CTR. EC pER DWG. T.M.2889 3, SHT. �� AS REQUIRED. RECORDED APRIL 11, 1951, DOCUMENT NO. 45753, BOOK 4049, PAGE 197, O.R. -N 9. MAINTAIN ACCESS FOR PROPERTY OWNERS ABUTTING LAKE DRIVE. ,n SEE NOT 8 _ C URB LI EX ISTING TREES SEE NOTE 8 - 10. FOR TYPICAL GRADING ON E'LY SIDE OF LAKE DRIVE, SEE TYPICAL STREET S E NOTE I SEE NITh b SEE NOTE 5 - SECTION LAKE DRIVE, SHEET I. EXISTING SE WER M AIN EXI ST. MH EXIST. GV EXI ST.FH & GV ° M ° I IN R MAIN 1.1. 2" WATER LATERALS SHALL BE REQUIRED 00 IRRIGATION SYSTEMS. PRESSURE �- EXISTING SEWER MAIN REGULATORS SHALL BE REQUIRED FOR ALLWATER SERVICES. & BOUNDARY CARDIFF PROPERTIES > • 1 UNIT NO. 3 EXISTING PAVEMENT I I _ L K E EXISTING PAVEMENT D R I V - ` EXIST.MH ` SUBDIVISION BOUNDARY f'� 18 +71•`x4 <gi - I # 20, 000 1 -3rNr A 2" A. C. PAVEMENT SEA ICE POINT 1 I °� Lu AS REQUIRED - - 11' In '' 1 a REMOVE EXISTING TYPE A D I KE w ¢'ao 23 2Q o m� �'r I " - > CARDIFF PROPERTIES AND PAVEMENT AS NECESSARY AND o g . N W c� ) MEET EXISTING IMPROVEMENTS WITH - ? `" Lu 0' w in ° 0D CB P f 30' 12' 18' 3 A SPAppTH TRANSITION U N I T N 0. , M A P NO 75 02 c m�� N �� m S F3L 60 LAJ V�w °w� \ L 0 5 > �zu u�3rrz 3 ( EXISTING OVERHEAD LINES & w 1 5 POWER POLES - SEE NOTE 2 v o f,� .0y b= I Q Ne W TYPICAL- FOR SEWERS- Al � U- o 4 - 0 ,v c� o N 7- LATERAL DATA TABLE o a PRIVATE CONTRACT ►n �� 8 W SEE SHEET 5 � ; ti � � N� SHEET COUN Y OF SAN DIEGO 6 W AS BUILT 2 ENGINIEER DEPARTMENT SHEETS LO Lu CAUTION r ow° 8 K. [/RAMBLE EXISTING UNDERGROUND UTILITIES IN N o 3 L A K E D R I V E WORK AREA. SEE NOTES 1, 2, 3, 4, 5, 6 7 & 8. DATE 8- Z_ S -? � CARDIFF PROPERTIES UNIT NO. 7 COUNTY APPROVED CHANGES BENCH MARK: OC -0020 w or �.d for proval Approv.No. Deseription Approved by Date Description: I/2" STEEL PIN / / :�M / •y+' "� ADD SEW AND P, 3:,5. f SubdivLion En /near County Enpin.or YK �il$fUh LATERALS 12/26(73, R.B. Location: '/ RA OU O R ' SANTA Rc DR- APPROX ch eF PRDLONGATION OF BALOUR AF & DATA TABLE NOTE 1 -14 -74 M.P. DR 30 FT SIO SANTA FE DR 2.5 IN EIO COR OF 6 FT CYCLONE FENCE. Engineer of work Chs d by i REV. NOTE 11. T. At )�A 5 I��4 �,� 9/0/% Record From: CATY OF SAN DIEGO VERTICAL CONTNDL 800K � - ' H w Approve fa 28B9-7 v l� a Elm 328.430 Datum: U.S.C. iG.S. - // 2c_ N C 8102 MlCf.QFjLj4KQ , FILE N0. SEP 12 1977 iAirpor Ak IuFC, W - PERFECrm+oFlLE 80' V. C. m JO PLATE A EUGENE DIETZGEN CO. ^ 4 @ 1 1.78' CD - m U 6 7 8 v 9 0 = 12'' „ OR m mw g 9 10 ^ 11 COURSE ITEM RAbIUS BEARING LENGTH m� _ m° U >R r�i,d m C; "� -� -+ ,: 3,34 C 1 TYPE G CURB 30.00 90- 0- 0 47.12 ,? N �� m 1O rr N m m M m w w C 2 N83- 44 -18W 01.68 2-1/2" A. C m ° 6y ti 302 r N m �e - C 3 98p 00 13- 0 -39 22.54 C5 r*, w` m Ln N m L 330 C 4 102D•00 8 -21 -57 148.93 L.J CD r r X Lo o ru LD m X C 5 6" CURB 10.00 88 -36 -33 15.47 LI ^ > Z En 298 m ° CL ° M C 6 6" CURB 1 00 88 - 36 - 33 15.47 °' ^ ru m > - °� a 326 v C 7 TYPE G CURB 1020.00 1 -51 -48 33.17 � 60' V. C. • 60 ' V. �" �,,, , C 8 S89- 44 -19E 301.68 ,/ m --/ 294 ^ z o LL_ C 9 Y 30- 00 90- 0- 0 47.12 CD o m 1 ^ Cn ^ ti (� m 290 322 u 80' V.C. m a `��` :' 3 2 2 J TYPE G CURB TOTAL 1 102.24 290 m Co \ > + z n, =-n 6 CURB TOTAL 30.94 UJI �� o �_ m N iv 2 -1/2" A.C. '-' m 68 '' o gees m o o ru * U o 5. OK CTR.GRADE W �� O ~ M W 1 10 IN AC 9818.00 10 -27 -10 180.24 286 �^ r � ,a m mW jQ,c� 318 0� c o ,m Q QcC mm o W 2 9818.00 2 -33 -30 44.11 o �N La ^w m r" `iYj1C w Le VRr o c //m N m X W 3 S89 44 - 19E 375.68 LE) M 282 mm �`�' N o m 9 � A 314 m 0.,�,�pti m m 1 , 332 10 IN AC TOTAL 600.03 U.1 CAI M co v o CD ti 300 �j�TLr o M m E, 278 R^, w `A � 310 m ,,, / 328 W S 1 8 IN VC 10010.00 9 -45 -24 170.29 C r 6 �� 296 m m _� ° S 3 58 9- 44 -19 262.18 S 2 10010.00 3 -15 -15 56.80 o/ 60 V.C. S 6 EXISTING J /4/ > o m m ��•�� ��� 292 3(16 �PSP SN 324 z 8 IN VC TOTAL 489.27 CURB GRADE �� ° m ,� �" G y\ ru J 60 V.C. ^ r m p 302 320 ~ 40 U; rL, �� OF �O SAN D I ECiJ t TO IRRIGATION w gy 14 ° Ln m 9� p'( W 288 / DISTRICT TO MAKE TEE WATER �- CENTERLINE DATA r ' °� m "' V �Lt� 5� 1h w jO�c 298 -2 CONNECTION NO. 2 TO EXI STING 316 � FROM TO RAOIUS DELTA OR LENGTH n ers m , , ru ��� r G P to w NT e V( r WATER MAIN. OOSTS,FOR WATER STATION STATION BEARING 284 i= v * m m N`I ` 8 v d1 N 284 C4 o o CONN. NO. 2 TO BE PAID FOR oz � C°L L ° v a^, "' O ,.I �qp_ - � k A 312 m ,�.�0 ° H -p0 // � / 8 +54.39 I� ^ BY THE DEVELOPER. N 312 6 +27.31 8 +18.07 54.39 IOOp.00 13 -00 -39 227.08 N ^ �,��� \1� ��(? C) jy� �, 1 O• F G ��( r , + S89 -44- 19E 363.68 ru 280 2 ^ G @ . _ _ cfl S' I� v��/ Or PV m - a 276 - . \o C-4 N \ m � JG Pi ;,\ r w XIMA E EXISTING LID !/ 334 zee APP 304 �/ / O z 272 o g o ® GROUND LINE AT CENTEFLINE 00 0 0 G p P ® I Uj T.C. EXISTING PAVEMENT a �' Fri m d r 300 300 (F 0 /2 �i �p� 0 330 - Ln GRADE @ CTR Z -2-68 f` c� rOE. wm c E� ��j,� ��-1 v Y w CM 1 04 �/ L LI E'LY40 OF 50 (0 6R 296 296 LU / / ti ^ m m m a 326 °a EXISTING 10 "ACJ� 264 c w o f N ; D WG.2889- 2,SHT.4 �0 ° N 3 Ln APPROXIMATE EXISTING ^ m m '" m c C-0 3 w GROUND LINE AT CENTERLINE o I LID REMOVE EXISTING PLUG & MAKE 1O m 292 292 rn m LID m m w 322 260 o i CONNECTION TO EXIST. 8 "VC n, / o ,r", ^ o r+ v �--�� ?► m 2\N\ // m Ln � � rt,� j 318 = PROFILE OF W ODL AKE DRIVE EXISTING 8 "VC i W �`" ^ L jQ ^ * 4 @ 11 78 / 284 rn m oT m 284 / 6 6Rr� °c 314 SIC LEI: w o t_U m^ ^ m U �� / O•le� o - - HORZ.'': I " =40' LLJ 280 _ _ i ._& :s m ti mN No CM w � 310 / �O.�L .-+� U CV) o 310 V ERT .: I fn un ° \ 80' V. C. m x2_m m ` �/^ 306 cc 76 "' w= NOTES: m cm N ^ I. ADJUST TOP CF EXISTING MANHOLE TOI FINISHED GRADE. _fib x N °o 2 U . EXIST NEW FINISHED & VALVES IIHY R TION SHALL THE 3M EXISTING �� o U ? > 302 CURB GRADE /� m CD 60' V.C. W I DIEGO GAS & ELECTRIC OD. S TO BE PAID FOR BY R. - ^ ° 300 3. EX I ST I N�GpWATEpR�MRAEI NS { (RE HYDRANTS, VALVES & P, 4wiE- in 0 60' V. C. ^ rn E Y THE AN I & 6 FOR OP °m CD > Lu 'z z z 4. J S TOP 0 EX STIING WA' IN VALVES TO NEW FINISH D GRADE. m a ? r J Z z c a z VERIFY EXISTING WATER M41 N MAN. f LOCATIONS I N THE F1 ELD AIiD AT qr ees -' 4 � � � g �, T TYPICAL- FOR SEWER LATERAL � � SAN DIEGUITO IRRIGATION DIlA'RI T. MILD v x z N DATA TABLE SEE SHEET 5 w rh m 5. THE CONTRACTOR SHALL UNCOV�t ISTING SEWER MAINS AND SEWER U o J J w W " z I ,,, LATERALS, TELEPHONE AND ELECTA C CONDUITS, WATER MAINS AND M r9, a \` Y a j H U_ `� m r I LO LLr r a w � "0 WATER SERVICES, GAS MAINS, TV, FIRE ALARM AND OTHER oc o o Cr_ o w / v L L' 4-„ EXISTING UTILITIES AT LEAST HUNDRED (200) FEET IN ADVANCE �% r o �' x Ln c� m '� r `" - w OF TRENCHING OPERATIONS TO IT GRADE OR ALIGNMENT CHANTS. LU °G N SEE SHEET 5 C0 )ii m +o, � ` o LU In 3 6. PROVIDE A MINIMUM OF 3.2' OF R OVER TOP OF WATER MAIN. z D C C CRO a _ M a r 8� EXTEND 5' P PERK -�`�� I �' Do z �' � ` "I Z z > '" O 7. 2" WATER LATERALS SHALL BE IREU FCR IRRIGATION SYSTS48. a in w a 12 L'' S S -_- � PRESSURE REG a w a > f m ULATORSI SHALL BE R QU I ED FOR ALL WATER SERVICES,. ;'& d NOjE GUjjtR ROLITM \C 45e © m W $ r ° U h Z w UNIT ~vo LINE �W EEL RAMP I Q *j WHEEL RAMP W ; ® (6 a ^ol ` I a � CL 3 cn CIL- M. E RTIE S �' • � �1c4 F9 - I/ m ° f or+c s� "'-° W o W + a �i W o w z S w z -� C P R O P 4 s U c�P�, �'�QAENTS f3 d o I -- ±- ,� W F F 7 3 9 s' a.e I ISTING IMP EME% - o v, C Q R D I N 0 \ cn MEET EX b itiI TRANSI H> I' m u C M` pKE rWITH ::: ; . ; •. _ _ w o �i w AP & M ��v 1 _ > I I I T I NTERSECT I ON 2 , EX \ Sj \NGP;" BtNC W CA 5 13' o . . 1 N R NEj \ON 10 EX FN FCC 5� I' • / I� - II ,� I 16 +35.95 LAKE DRIVE 2 +18.07 WOODLAKE DRIVE "' A 9;wc EX V S AS NECES SA sl S� i $2.. N Z IjCNE - - - 3 2 • IO'tGV 12 +30.07 N W 0 0 D LAKE W2 - DRI W3 N SAN DIEGUITO IRRIGATION v I 1� I C2 I DISTRICT TO MAKE TEE SCALE: I " =40' t t c C3 � 10 GV ' %� . _ < :�.: _ w y � WATER CONNECTION N0. 2 VIA ROVEM� `� TO EXIST. WATER MAINS o EX\ \NG � M• 9 E:M 4 I VEN 1 R �` � \� 80"GV 5 r a w 2' H -COSTS FOR WATER CONNECTION N0. 2 O W(,. 25 _ °a o J W EXISTING IMPROVEMENTS PER TO BE PAID FOR BY THE DEVELOPER. l UN I_ PE'E >\ Sj IE%l ON SIX DWG. T.M.2889 - 3, SHEET 2 `y g �I �-° z;$ - +-I SH EX\ \INC, A P, ``c'�' A� RANSI T I ON LAST 1 W 1 F a & > 00 I S ± I 42 � L., 421 Ex \Sj 0.6� $S \ \�� (`' ISTING SIDEWALK K WIDE M 5 °D'!l ea� U �w of- W S m x a 84 z t W W . U �' 3p S\1 \ \ON D (EFt l RBOVE EXCES d- TO 5 ° z o w w o L "$ �_ al c - EXISTING 60' ROAD EASEMENT GRANTED \RF; \G& E SS• \O gE `���� 01TGHES o t„ '�`QZ � I+ 25 I� m j0 t \ P "'= v > `� °DV \ " RE COUNTY OF SAN DIEGO PER DEED O \E u� m v - „ CL tr w �_ j CORDED APRIL 1 1 , 9, PAGE 197, O.R. 1951. DOCUMENT X o' 1- in o NO.45753, BOOK 404 110 P N Z� WP �NDE BEN S z �o Z LQ a, o N �, a C,op Q EpR g ' c g 00 15 CAUT ION PRIVATE CONTRACT o EXISTING UNDERGROUND UTILITIES SHEET COUNT OF SAN DIEGO 6 Z IN WORK AREA. SEE NOTES 1,''2, 3, 4 & 5. 3 ENGINE R DEPARTMENT SHEETS � W ~ AS BUILT W 0 0 D L A �( E D R I V E Y .� • BILL K. BRAMBLE CARDIFF PROPERTIES UNIT N0. 7 COUNTY APPROVED CHANGES BENCH MARK - oc -0020 DATE 9 - 7 -G - 72 No. Description Approved by Date 1/2" STEEL PIN w mey�ed fer ro a� Approved 1 DA DeDescription: (/•% ~ K�V�Jt;ji1� ABLE A S N DWATER LATERA AT D RA, 7¢ Subdivision Engin er County Engineer REVISED SEWER GRADE. Location: S/0 BALDIIR DR A SANTA FE AR APPROX C/L OF PROLONGATION OF BIA.OIIR phi) 1 ' +�4 12- 2'/ -73 R.B. f -S 74 DR 30 FT S/0 SANTA FE Di: 2.5 IN E/0 ON OF 6 FT CULM FENCE. Engineer of work Ch* d by 2EVJSED SKWKR �} _ Reeerd From: COMITY OF SAN DIEGO VERTICAL CONTROL BOOK TAB ICQF' - MAlhIGRADE 3/47(74 �rpoOrA'�" .3" Approval date 2889 -7 qq �, // Elev: 326.430 Datum: U.S.C. A G.S. R C 1 �� 2p - FILE NO. 981 SEP 12 1917 ROFILti�t !D •PEPFECT PLATE A EUGENE DIETZGEN CO. 1 3 4 / COURSE ITEM RAOIIUS BEARING LENGTH N ` W 1 10 IN AC S28-45 -SOE 140.72 p `EXISTING GROUND LINE AT WATER MAIN W 2 468-:78 14 -59- 5 122.60 W 3 543- 44 -55E 126.68 W 4 212.00 39- 3 -26 144.52 300 300 CQ I 10 IN AC TOTAL 534.52 Z \ / FINISHED GRADE AT WATER MAIN ® -- S 1 8 IN VC S28- 45 -SOE 97.42 O _ — S 3 480.78 S43 -44 -55E 126.68 v �� _ � -- — F 295 S 4 200.00 49 -21 -15 172.28 295 m \\ —�_/ / N 8 IN VC TOTAL 522.12 D 6NAC w p 6NAC 1 N 0 ± `�-- 1 AC , f INVERT GRADE,) W 290 -- —� C'4 Z CN Lo � EXISTING GROUND LINE / + U 04 O"z24 °RCP r n : i\ AT SEWER MAIN __ —_�� W c0 �-- - --- -- 300 m LE. 285.6 mw W ��� ro FINISHED GRADE LINE ® _ — UZF- AT SEWER MAIN —� — — — ( I L a w q 295 \�� — ->L — — — — W U� 2 2Qw l� U.1ii O C3 W 290 ,, m CL 290 CL 0 ^ ri W am m r C; W cr_ CU Cr 5 u'c23.16 OF 8" VC AT - 0.515Y. 3 LJ ti W jo q ZL < ' 298.96' OF 8" VC AT - 0.462y N Ln c I INVERT GRAOE TYPICAL v' C3 to 3 m N m m 24 "RCP rn ^ 285 PROFILE OF SEMFER MAi N I.E. 285.3 cn AND W AT R MAIN `m" �m ui CU CD SCALE 0'CONCRETI VERT.: i II I 4 1 4 ENCASEMENT NOTES: I. TOP OF MANHOLES, GATE VALVES, BLOWOFFS AND OTHER SEWER] {a 6 MAIN AND WATER APPURTENANCES SHALL BE AT FINISHED (o Q .(� L9� 2 REGULATORSASHALLSBE SHALL BE IR EMS. PRESSURE � TYPICAL- FOR SEWER LATERAL W DATA TABLE SEE SHEET 5 �'� I A t- © h W g $ B ' 333 I �i14 Q Ii'v�' as W S C E t S K S W � `c' s W � m . d '� Q^ 10 \� is ��i 1 ���� 4 W (n 3: N DRAIN t� �I p i L 1 1 - 1 � ?3 + E+ �/ � ' i �s SEWER EASEMENT Q AND D r� o W k- 5 1 "' �� � a `� W SEMENT GRANTED 4 + I0 ACCESS EA80 GV w 2 �- f3 `� ,� SEE TE I h h F' 1 + + " ON MAP P � I 15 ' FZ ' W DRIVE _ 4 (C AMINIT 4 3 SUB DIVI SION /� / 1E►y CANCR�E 5\ 10 N 3' �1 4 a BOUNDAR �SE"fENT � S � N3 3 � 1 \ S J !! Cg O T /l r•- - fX� S ` W W H I S \\ Q' I F F P R 2 3� 2 � "R�'p S � g 3 0. OPE S 0 F §8! s \ Mq RTI ES A Q P N O U NIT a W 0 9 4 N 0 ? � SEE SHEET 5 �A' PVT. ST. PVtlT., CB., GUT. e- SIDEWALK PRIVATE CONTRACT Q a1' 1 SHEET COUNTY OF SAN DIEGO =SKEETS AS `�`+'`� ENGINEE�2 DEPARTMENT BILL K. BRAMBLE SEWER MAIN AND WATER MAIN DATE 8 z5 -�� CARDIFF PROPE TIES UNIT NO. 7 COUNTY APPROVED CHANGES BENCH MARK - GC 0020 No. Description Approved Ity Date 112" STEEL PIN Racommen ed for �,,lo. for Approve AIDD SEWER County Engineer Description: ✓� WAM M ABLE .NOTE i NOTE 2. T ALS b DAT 3.Sr� hA:�aJ;Jt\ 12 -28- 3 R.B. A ne r t Location: sin_ gAiggio ng t aulrs FE DR APPROY G/L OF PBOI rna1TION OF BLL011R � 1 5 1974 REVISED SEWER _GRADE 12- 28 -73- R. B. o/'�` DR 30 FT S/0 SANTA FE DR 2.6 IN E/0 CDR OF 6 FT CYCLONE FENCE_ _ Engineer of work Ck Y 1-5-74C Record From: COUNTY OF SAN nlcnn vFgTlr,i rnNrgel BOOK Approval M REVISED WATER GRADE 12 -28 +73 R.B. _ `' -7 Approve data � 2i9 PRW,A , DR / . FINISHa AOE � r Elev; 328 430 Datum: U.S.C. i O.S. I'CRQF1 LMELti + Y� goo /�72 E R.C.E. 8102 A m -7 - t5 FILE NO. MICROFILM: -, •PFRFECT "PROraE PLATE A EUGENE OIETZGEN CO. nrl TA 6 ' 12 it OR \ COURSE ITEM RAD US BEARING LENGTH \ j S 5- 13 -35W 92-86 EXISTING GROUND ' j M 2 10 I AC 468.00 41-22- 7 • 337.90 ' � E AT WATER MAIN I 1 _ 412.00 17 -25 -26 125.29 a 300 V 4 S 2- 59 -34E 12.07 300 / Ld 10 IN AC TOTAL 568 12 S 1 8 IN VC 480 47 -45- 1 400.03 \ / FINISHED G?'AbT L�R�Z7 " � 10 S 2 400-00 17 -11 -24 120.01 AT WATER MAIN 295 � -A- 295 8 IN VC TOTAL 520.04 LU Z Q IIA C N _j d � - - -- : -10 A INVER 1 \ 290 lfw� 290 In F: OD M / -�-� �� 10 W �N I ` j r � U EXISTING GROUND LINE I c �� \ $o>o i1 p I LLI 1 + \ AT SEWER MAN 'W o d 300 J 4 . _ ® ' 11 \ U p \ L�J .� FINISHED GRADE LINE -L� \ 295 \ AT SEWER MAIN 290 Li \ / 290 EL Ld CL ru U) W CV W \ / CU U•1 Lo Lo Q' r ru . W 3 _ 400.03' OF 8" VC Ai - 0. © *� c L 285 ° 20• i' OF 8 " VC AT -0.45 r Ln PROFILE OF SEWER ''MAIN ,. \ INYERT GRADE TYPICAL 1 A N D W A T E R M A I N I ` / ,m \`\ 4 \� �--� m In SCALE CU Iu 280 SEWER LATERAL DATA TABLE A VERT.: I "= 4' LATERAL NO. INVERT ELEV, DROP TO INVERT ELEV. LENGTH TOP OF INVERT DEPTH SIZE OR STA. AT MAIN MAIN AT PROP-LINE CURB ELEV. BBELO� LINE 1. AT D NOTES: 15+54.95 325.9 0.0' 327.1 42' 332.1 5.0' 411 I. 2" WATER LATERALS SHALL BE REQUIRED FOR IRRIGA r ION SYSTEMS. PRESSURE 18 +17.95 323.4 0.0 324.3 42 330.7 •7 REGULATORS SHALL BE REQUIRED FOR ALL WATER SERVICES. 6+67.31 266.6 1.0 269.8 30 280.3 10.5 8+80.60 292.3 1.0 296.0 30 304.3 8.3 8+91.57 293.4 1.0 297.8 3D 303.5 5.7 � TYPICAL FOR SEWER LATERAL 9 +83.57 3D3. , I 1.0 308.0 30 313.0 5.0 I W a 1 DATA TABLET SEE AT LEFT 10 +48.57 309.9 1.0 311.7 30 319.7 8.0 3 w � x 30 324.5 5.5 `�''i- X 10+95.57 314.8 1.0 319.0 3 1.0 320.4 30 325.4 5.0 4 S N © . a r 11 +03.57 315.6 + ; A 288.5 1.0 292.0 25 298.6 6.6 �� w V ` W t o 21 297.1 73 10 "AC I.0 289.8 . W h S 0 IQ m s � B 286.3 21 296.1 7.4 Ui 3 W `'' � "$ I : � , ' I ' 11 +90 C 287.9 1.0 268.7 0 N 8 VC \ '� S R N T o\ D 287.4 I.0 290.5 11 295.5 5• � a� 0 S SA " 10 tau 12 8 ' 10 WATE .E WATER 269.2 21 296.5 7. w _ \ 3 i �� �� - 0 CT - R STA. E 267.4 1 .0 � W w YV EXISTIf� ERRT10t� t � � f ' O 3 F 287. I I.0 290. I I I 295.8 5.7 W 1 ?'° W pl E(� TI c - 1'^3>F /P _/ r 45 O 64 I WA E A• 290.5 6.4 j (✓q T£ N + < \ REC /� N 2 G 267.0 6 10 " 2 1.0 290. I 21 296.5 6.4 '� ' 4� 1 �V'S H 286.8 21 297.6 7.9 s - - I 6 236.6 5.0 \ r W � D R+� � r C 4 266.7 1.0 289.7 / 1 �, M ENTERLI 286.5 1.0 291.6 S W io W W 11 +42.16 INTER �' M 6 ` SEWER _ZI 1 AIA 1 N 1 T EPT 1� ac i a � u, 7 60 SEIVE T ON & M4 #1 I.0 290.7 26 297.6 7. � 4 ''� K 286.6 8.0 RANTED DN`NT \ o : 5 Q g S Y aAKE DRIVETE �. (CgMINI L 266.2 1.0 290.2 24 298.2 I.0 292.5 13 297.5 5.0 rJ W i w' 10 SEp M 265.9 1. T1MO) N 265.9 1.0 291.2 Q W P ST- PVM'T., CB.,G�T�R+ S.W. N 9 2985 7. 0 285.5 1.0 291.4 24 298.1 6.7 S W S Q S U S + 0 285.2 1.0 291.8 9 296.8 5.0 I.0 291 23 297.7 6.1 S ® R 285.2 12 296.5 6.4 S 284.9 1.0 290.1 T 2B4.9 1.0 291.2 20 297.. U 284.6 1.0 292.1 12 297.1 1 5 5.0 V 294.3 1.0 291.13 23 296.8 5. W 284. f l .0 290.6 5 295.6 5.0 V � V 1 0 291 1 I 5.0 PRIVATE CONTRACT 26 296 X 284.0 18 294.6 5.0 411 ���' ` Y. 283.8 1.0 299.6 OF SAN DIEGO AS BUILT �Q SHEET COUNTY 6 �,����•( _ 5 ENGINEER DEPARTMENT SHEETS EII LL K. BRAMBLE SEWER MAIN NO WATER MAIN OATE CARDIFF PROPERTIES UNIT NO. 7 COUNTY APPROVED CHANGES BENCH MARK - OC -0020 No. Description Approved by Date Location: I/2" STEEL PIN « l/ /�// yyl•d > AS.6 41 rove viA •n Engi Approv SEWER AND MATER Description: LATERALS A DATA 3 -T -7 TABLE NOTE & NOTE L 12 -28 -73 R.B R =� . i A F DR T R •r County EEngineer f,'O REVISED SEWER GRADE. 12 -28 -73 .B. 30 FT BID SUTA FE a 2 . 5 IN EM CH OF B FT CYCIJE FEU, 1 of ~k Ck !y _AWNL AR 1 5 '974 / gg EVISED WATER GRAD rl 12 28-73 R.B. � s-s•94 Record Fro.: COUNTY OF SAN DIM VERTICAL CONTROL BOOK T AL CFtOFILM PRNATEOR.FINISH•RADE e APProvel ors 2�9 7 ADD SEWER LATERAL DATA T A I5 LA -t4 M.P. J-5-7* Elev: 328.430 Data.: U.S.C. I G.S. 4•k._ FILE NO. PIECISIUN SEP 12 1977 'PEPFECT "PROFILE PLATE A EUGENE DIFTZGEN CO. 1 2 3 DELTA OR I EL32224� DEL. 32600 COURSE I ITEM RADIUS BEARING LENGTH 2:1 D 1 24 IN RCP N70- I- 18E A 31-00 D 2 N67 -52- 5E 66.93 D 3 N61- I2 -58E 86.58 315 D 4 N61 -12 -58E 49.00 -----------------+------------ 24 IN RCP TOTAL Q233.5I J STALL DEBRIS DEFLECTOR - E DETAIL THIS SHEET 310 <c ROCK CUTOFF WALL 21 ON PLY & N'LY SIDES L" 10' X 10' X 1.5' DEEP ROCK w SLOPE PROTECTION - SEE DETAIL THIS SHEET FOR RDO( SIZE 305 Qp IA N w LU LU LU « M ~ 0 8 ROU F GH Ir, LU GRADE LINE ri L'L c GEROUNDILINE 3 300 00 N w f a SEE NOTE 4 _ J � 295 e3 Uj CD N t J. r = = —? 11 OIIAC �o LL ? =X 'u 8 VC 320 _7 �iw P�.Gj' 10 2 $ a �w �� P Cn ti l ' EXISTING 24"RCP & 1 V . . ` r L A STRAIGHT HEADWALL (\ 0� ii; PER DWG. T.M.28>�- '1 l ' 5 rg � N 285 �, ` / r a ( 1 1 PROFILE OF T0RM DRAIN / , a I C-! 6 SCAL ; 00 —Z ` 280 I � + ± =a ) VE .. 1 I I =4 /� C-4 C-4 GO � VERT.: I'= 4' } 1350 -D NOTES: • 20 OF 2d'RCP / 0 20VC 1. THE CONTRACTOR SHALL UNCOVER EXISTING SEWER MAINS AND CBOLT LOCATION SEWER LATERALS TELEPHONE ELECTRIC CONDUITS WATER 0 O U 11 1 O F 24" RCP , MAINS AND WATER SERVICES, GA MAINS, CABLE TV, � IRE ALARM W AT 5.329% /—' o AND OTHER EXISTING UTILITIES AT LEAST TWO HUNDRED (200) > O ( \� \� FEET IN ADVANCE OF TRENCHING OPERATIONS TO PERMIT GRADE OR ALIGNMENT CHANGES. p 2. ASBESTOS CEMENT PIPE (A.C.P.1 MAY BE USED IN LIEU OF + m -P - " N � o ELEVATION REINFORCED OONCRETE PIPE (R.C.P.) FOR STORM DRAIN SYSTEMS. 0 .4j � s 3 g ASNER ASBESTOS CEMIENT PIPE AS USED FOR STORM DRAIN SYSTEMS SHALL IY I D P- u' 0 F - 0� 3/8" MIN. X 5" MIN. --� BE JOHNS- MANVILLE TRANSITE STORM DRAIN OR EQUAL AND SHALL � � � >s \ � R O k p � F \ � GALVANIZED BOLT HAVE THE FOLLOWING P I P E STRENGTHS: o�� 3 �ECA PG g p E� RCP PIPE STRENGTH EQUIV ENT ACP PIPE STRENGTH 0 \ o q oN F \\ EIV � \S S`�` I- I/2 " VANI ZED 1350-D -D (CLASS I I I) W \ 0? - y� \ �5(P p \\ NUT 1500 -D -D ( CLASS IV) PLAN 3. TOP OF TYPE A-4 CL EANOUT SHA.L BE AT F I N I S H E D GRADE. 4 P 0 o 4. PROVIDE A 6 DIAMETER OPENI IN INLET AT LOW POINT OF 4- CONNECTION DETAIL ROUGH GRADE LINE TO PROVIDE ADEQUATE DRAINAGE. PLUG 6 "- `` o y NO SCALE DIAMETER HOLE WITH CLASS A CRETE WHEN FINISHED GRADE IS CONSTRUCTED.i NO PONDING_ WATER SHAL (- F L BE ALLOWED. ALL WATER SHALL FLOW BY GRAY TY INTO TYPE H CURB INLET. N� (P 1 -1/2" GALVANIZED PIPE CONNECTED TO TOP OF EACH PIPE 2 0' ��1oFF��6 q\ o / s� 9 G' - 24 9 Q y p � o SEE CONNE CTION o y� fi`�`� a �p1� / 5 p y DETAIL - �xo 6 i Q o a O p o p \\ LO 5 'l\ G w 1 -1 /2" GALVAN I ZED P I P ES GRAVITY TYPE HEADWALL 5 '�i C 3' ABOVE GROUND & 2' \ Z 19 A ! 1 Y 9G V s 'O i BELOW GROUND CONCRETE BASE I I SQ. R X 2'DEEP (TOP OF BASE �n Q 2 NRE 1 Qc�fi '! yS' L O A FLUSH WITH FINISHED G , �C J o, c I GRADE) - TYP I CAL 6 F F N O a ny r YG ALA �'G F D E T A I L y 0 EX �, tri \ I DEBRIS DEFLECTOR CP so PER �i�ii� F F��i SYy p.21' SCALE: 1"=40 \ E D2 NO SCALE �\ 1 ���� m s v� ° v1, 9• i� COURSE q��s isrr 0.28' PRIVAT CONTRACT A e 9 � PIPE AT BOX DETAIL SHEET y8` NO SCALE c B UILT COUNTY F SAN DIEGO 6 �� A � ENGINEER DEPARTMENT SHEETS A 8N, BILL K. BRAMBLE S T 0 R M D R A I N V-A � o DATE 8 Z!; -r 7'7 CARDIFF PROPERTIES UNIT NO. 7 COUNTY APPROVED CHANGES BENCH MARK - OC -0020 Recarr for p I Approve No. Description Approved by Dote I/2" STEEL PIN Description: REVISED 3Sa HM DRAIN 3. I#, 12/27/73 , . 0*0 Gfrl.`�Ill�`` N 9 Su ►divl.lon Enginee County Engineer p .i/ 4/j� '` Location: 111 EALOUR DR.& SANTA FE DR.APPROX.0 L OF PROLONGATION OF BALOUR t1 4 6c..4 GL 111.31) FT S/O SANTA FE DR.2.E IN E/0 COR.OF 6 FT,CYCLONE FENCE. Enginnrof work Checked by _ Record From: COUNTY OF SAN DIEGO VERTICAL CONTROL BOOK. Approval d ate 2889 -7 i 1974 T. AI MI UF1�� 328.430 U.S.C. A G.S. BILL K. /R"LE 8 1120 -73 Elev: Datum: I TES - 6242 -7 PRECISION FILE NO. SEE It W? ?( Is L&L-M 6