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274NoText NoText w I m U 2 + 3 4 5 8 6 7 SHEET 3 DELTA OR o COURSE ITEM RA�IUS BEARING LENGTH U-1 E. + _ Ii C I TYPE E CURB 23 .00 23 -16 -20 94.23 g. + C 3 N 1 - E I- I18.41W 440.42 C 4 26 00 27.58.21 130.84 cD :k& CB GRADE hS 2K 5� ------- - - - - -- --------------------------- M 300 TYPE E CURB TOTAL 1105.91 ix 300 0 0-00 4.71.1 F 18 40.41 v w I UI 1.78 BQ.00' C 6 6 IN TYPE E CURB 3 .00 104 - -42 54.54 ix , 4- EGLBAL SPACES f- c5 295 6 IN TYPE E CURB TOTAL 94.95 2 4 19. 68 w 295 4 EQ. WI 8 IN AG 8.00 4 -1 20O' V.C. W2 23 .00 17- 34 73.02 W3 23 .00 23 -I6 -20 96.67 TING G W 5 LINE W S 1- 18 -41E 17 2. 75 0 154' VC EXI g -^-� � ` 200' V. C. ��- 5 S I- I8 -4 I E 2-07. --- - -- -- - - - - -- 8 IN AC TOTAL 629.79 r' r S 1 8 IN VC 25b.00 45 -14 -42 197.42 w 305 u.t ` w S 2 S 118 -41E 154.36 + S 3 S 1-18-41E 286.06 -------------------- - - - - -- - .. _- Q • 01 IC1 tV - ° �i ! �*'T+ ��..+..��.� -O• 1 %CEITERLLff M + g BIN VC TOTAL 637.84 W Sao _ 300 t- CENTERLINE DATA DELTA FRO TO OR J < I -• "AC @ � +� ,� c STATTION STATION RADIUS BEARING LENGTH � OD �� 295 1+ 0.00 2 +65.64 250.00 37 -57 -41 165.64 Lu 295 f - ' INVERT GRADE 2 +65.64 7+ 6.06 0.00 S 1- 18 -41E 440.42 t- z 1,78' OF 9rr VC -W l ; LAI 4 i alow + - 1 160.00' Of 8 "WC r @ -0 .462 L 290 40 �' N • n L W '+' 290 WATER ° 1fl RC2 V.C. 8 INVENT GRADE o o a 8 j 285 Cx uj 305 ifl' WATER e z }- T A uj a S :3= 300 0 300 PROF► LE OF S C A L E N'LAKII DR1 Y L9 , W' HORIZ: I "= 40' t-4 cc �. 4.41' VERT: I "= 6' ai uj � 1 j 1 1140' VC 295 W o 20D V.C. ti � ti r w S � S S A` - u' p U U o W I � Ito 61 62 I 63 64 65 66 67 68 69 70 71 72 731+ 74 I W W W W W W 231 1 1 CTR. INTERSECTION FH 1 6' W 23' FH 6 23' ' 23' 23' 1 +00.00 GREENLAKE DRIVE �� �,' // 6 23 2 01 23 6 g IGV A S B U I L T 4 +66.10 EVERGREEN DRIVE � I C2 W5 BY:• S� N3 VV¢ T , SEE SHEET 4 �, // �? �� DRIVE S3 BILL K. BAMB , GRE NLA r 52 I - - r " DATE: G -2S -Tt / , 1 ' C3 i W 23' 23 a/ W 6' 23, 23' 23 1 23' 23' 6' 23' 23' PRI ATE CONTRACT 1 1 231 To 59 �� 58 W 57 W W W W W W W W W W °_ W `6 W 56 55 54 53 52 51 50 49 48 47 46 45 44 ��• S 3 ET CO ENGN EER IE SHEE GREE NIL AKE DRI V ) L 0 6 L) ` SCALE I CARDIFF PROPERTIES UNIT NO 1 I " =yp� COUNTY APPROVED CHANGES BENCH MARK No. Description Approve Description: I �2 d by Deft " STEEL PIN 20 OC 00 •o • ^d• {or A rev I Approvs REVISED STREET & UTILITY GRADES. ( Subdl vi sion En inear S!T CeuM En In «r AA T7 L e1^ Iu mu DR A Sinn FE DR, APPROX. C/L OF ►IMILONGATI61 OF �'IS �tll67 ,7 .. f -74 . M DR GO FT e/0 SANTA FE DR 2.5 IN E10 COR OF 6 FT CYCL ONE FENCE. E ngineer of work Checked b Record From: MUNTV OF SAN DIEGO VFVTICAL CONTIKIL 328. +130 U.S. D o t um: C. 8 G. S. Approve date Elov: BILL K. 111RA114LE RCE 8102 10 - 7 1 T -k - A- Qli1kR ISNaN FILE N0. w :W.i�iE10 iaFn 1 w� 1974 AUG L 5 19i4 MiCR0F1LMED and- McFaillk NoText u Ln Ln o m '-'-' 6 SHEET 5 DELTA 1 2 g + 3 ,� 4 OR ru + ru 80' VC f' v + ' COURSE ITEM RADI WS BEARING LENGTH 00 00 1 01 285 c - m LO to in '� c, C I TYPE E CURB S85- 45 -36W 17.22 00 '0 �,' M N �, T `�, n '4 � g ,, 285 C 2 318.00 16 -38 -28 92.36 °° m .a "' ° �i ° C 4 282.00 11 -51 -56 58.40 N N N C 3 N77- 35 -56W 67.25 ffl ti C 5 N89- 27 -52W 37.67 a W C8 GRADE 280 C 6 30. 0 45- 5 -57 23.61 .< 280 U + C 7 38. 0 270 -II -54 179.20 u I C 8 30. 0 45- 5 -57 23.61 ' � u C 9 S89- 27 -52E 37.67 `ad i m u CIO 318.00 11 -51 -56 65.86 $ $ co _ _ w 275 CII S77- 35 -56E 67.25 275 $ C12 282.00 16 -38 -28 81.90 g� 8 0� + C13 N85- 45 -36E 17.22 $ / CD o a r' EXISTING GROUND �++ ao TYPE E CURB TOTAL 769.22 TYPE to � in LINE N in J w 285 N N °? Gi m . lti u� co 40.00' ' ui �' C14 6 IN TYPE E CURB 30. DO 87- 22 - ?.9 45.75 CM m m - pp :+ , ;, ...rr °�. 0 0 N y.C, C15 30. 0 87.22 -29 45.75 -Cc N N co N N N / •• �Q�'1$ O cv _ _____________________ ___ ___ ____ _____ ____ ____ ______ __ 6 IN TYPE E CURB TOTAL 91.50 N - 0.776' ®GRADE "' a N ru` ,� 280 W I 4 IN AC S89-27-52E 85.84 w 280 // N, W2 288.00 11-51 -56 59.64 Eir -- - - -- -22.05 W 3 577 -35 -56E 22.05 _ - ------------------------------- - - - - -- - -- - z 4 "AC G� I, p '- 4 1 N AC TOTAL 167.53 275 �� It+vER T�_2. I' OF 6 AC @ 1 08 80AC 275 W 4 6 IN AC S77 -35 -56E 45.20 W 5 312.00 I6 -38 -28 90.62 - 364 1 grr VC AT 1.07o% W 6 N85 -45 -36E 76.19 ------ ------------- - - - - -- - ---------------------- - - - - - v 270 }�, INVERT GRADE --..�� w 270 6 IN AC TOTAL 21 2.01 - En to R X Y S 1 8 IN VC S86- 16 -35E 364.45 8 g3 a ------------------------------------------------------- $ $ ° 265 8 IN VC TOTAL 364.45 + ' W z g L � w CENTERLINE DATA DELTA � + v + + '�' i$ ''� FROM TO OR q T ai � u� STATION STATION RADIUS BEARING LENGTH 285 � qr o m , c9 2+ 0.00 2 +85.84 0.00 S89 -27 -52E 85.84 U-1 of m 3 +47.96 4 +15.26 0 0.00 S77 -35 -56E 67.25 k m Lr + 4 +15.21 5+ 2.34 300.00 16 -38 -28 87.13 280 280 5+ 2.34 5 +66.46 0.00 N85 -45 -36E 64.12 ca 8 U N LO 275 275 + i I S C A L E _ HORZ.: I " =40' CD 45.75' : s = 270 _ : 270 vERT.: I "= 6' r-+ a U CL 29 30 U 31 32 ~ LW 0 33 :4 v "' a 34 = 28 W I W v + W W zo W � 35 36 37 W 81 H U W w W in W O n� W �i 0 23' 6 6' 3' 23' • N/ W in + I a 6 3' =i W chi + s L0 C8 CIO 23• + ° ` W C r I 1 t ? F � '� N I 82 t CII 23' ' T4 3 /./7 1 C14 a MH #4 @CTR. I SI 2 1 w CUL -DE -SAC t C6 C C4 rW3 2 t T: 27 W '� 23' 23' 2 �1 H W4 4 B' y I 83 C2 CTR. INTERSECTION 2 A S U I L T BY: 6 23 23 "`' CI �` +66.46 GREENLAKE COURT BILL K. BRAMBLE, RCE 81 2 C I II +1 7 GREENLAKE DRIVE W a W ' 23' w iD C W C) " W - ' DATE: ro "� Q 26 25 2>} 23 W 22 21 a ° W rn z 20 " 19 NW A N W r 84 PRIVATE CONTRACT 18 w LD W �p = SHEET z N COUNTY OF SAN DIEGO =SM 5 ENGIN DEPARTMENT SCALE] I' =40' w Uj G RE EN L A K E C O U R T CARDIFF PROFWIES UNIT N0. 1 COUNTY APPROVED CHANGES BENCH MARK y Recommended for Appr val Appro sd No. Description Approved by Date / Description: I/2" STEEL PIN OG 0020 /\ Gn �/1YfJ A, aVfLT Q+�2'/ Subdivi sign n a / n 7.fs'% County E qm r Location: S/0 BALOUR DR & SANTA FE DR APPROX C/L OF PROLONGATION BALOUR DR 30 FT S/0 SANTA,FE DR 2::5 IN E/0 COR 6 FT CYCLONE FENCE. Engineer of work /�' Checked b r' r cn ur nru rnerom cmv Record From: ✓� _.n � `'``� T �Cf( [ Approval date Er 328.430 Datum: U.S.C. A G.S. ILL L C,E. 8102 /0 2 9 -7/ T. AI CHARLES W. CHRIS ZJSFN z ASSOCIATFS A-VIL9- FILE NO. ' ^�� +, I - ne�,ialv�v rrrt�;rsxrcytr 5 ,� 1 2 3 SHEET 6- WOODLAKE DRIVE DELTA 50.22 2 8 3 4 EXISTING GRADE WINDSOR DRIVE OR + g r°u COURSE ITEM RADIUS BEARING LENGTH L`' N 0 f; 260 255 C I TYPE E CURB S84- 46 -40E 400.52 �o C 2 N84- 46 -40W 416_96 a a REMOVE PLUG AND CONNECT -------------------------------------------- LD w 7 e m Q co co a TO EXISTING 8"VCP - SEE APPROXIMATE LOCATION EXIST.8 "AC TYPE E CURB TOTAL 817.48 m ja 3 o �? 1.024 rn m e CARD I FF SAN'I TAT I ON D I STR I CT _ �G', N N 255 30 DRAWINGS, FILE N0. 3 -3, DO - SEE NOTE 15 250 ° fU fu C 4 6 IN TYPE E CURB 30. 9 -55 - 50.22 255 N ti SHEET I SHEETS 9 & 21. EXISTING 8 AC. `�'"� 0 60'V.C. u -- ,. 277.95' OF 8" VC AT 0.405 %� It 5 EXIST. 8 "VCP ------------------------------------------------------- z 'fn' -emu% _ oIr 6 IN TYPE E CURB TOTAL 90.67 _ INVERT GRADE 65.59' U_ 250 3 u �' „�, U r 245 Z, u, sl a ° m Y m n W I 10 IN AC S84- 46 -40E 47.38 SAN DIEGUITO WATER DISTRICT TO MAKE U c / �' 0) U Q u m v W 2 S84- 46 -40E 400.52 ------------------------------------------------------- co nj TEE CONNECTION N0. 2 INTO EXISTING �m `tI ° ru EXISTING GROUND LINE- `" N -' Lu o U 10 I N AC TOTAL 41 7.90 8 "AC WATER MAIN - APPROXIMATE LOCATION \ S < �_ �i m � p o o w OF EXIST. 8 "AC. VERIFY EXACT LOCATION \ �� �� N 255 R (vi LO LO o + 0 3 3 S 1 8 I N V G S 84- 4(o -40 E 4-13.30 IN FIELD- $ / N ° n N S 125.00 30 -03 65.59 g o S c m `��� 1. a A E _ - - - � 140'VC N 0 1 - 49E _2I2.3�O t ca _ �c GRAD i _S3 255 P ru - -� 250 m m w S IN VC - - - - -- - TOTAL 691.25 Lo 9` mY CENTERLINE DATA W \\�� / OIP WATER MAIN TO CLEAR ^ AT 0.813% � �-- s °+° \ a N ' > � FROM TO D�RTA z Q t ru 217 .92 �O p � c! - U) i o w Uz STATION STATION RADIUS BEARING LENGTH c � c ni SEWER LA7ERA m cl O 0 (5 1+ 0.00 5 +57.92 0.00 S84- 46.40E 457.92 250 z \"' 1/ 4 "V.C. 4 "VG. INVERT GRADE \ N 245 CAUTION APPROX.LOC ION EXIST. ` o Zw 3 4'V.G.� Ci 4630r OF g" VC AT o 40 ' A GAS ELECTRIC TELE IONS T.V. a, N o wfn SHEET G � \ AND APPURTENANT YSTEIv1S. I, a N + WINDSOR DRIVE reel Z \ 5 sol 1 "'° o �, 4 "VC. INVERT GRADE � ai NOI E DVANCED T NCHING � � � 'r N 8 I TYP A DIKE_ 40_00 \ / c 1 0.25 H - - - -- - - - - - -- - - - - -- 245 ` `" o N 240 w a I� 1ST. CUR UTTER TYPE A DIKE TOTAL 40.00 p m \ Lu Z I (a S EWAL K AVEMEN �' er I "' N y �I Z Z Ld W W ER EWER MAIN uA N 60'V.C. �� _j J LOT 104 a Cs �_ PE NO. TM 2889 -1 N DELTA U-1 Z o °� LU a �° a i Q �f S NT. O R 3„ 260 FINISHED W COURSE IT�M RADIUS BEARING LENGTH a N + 'irl --t GRADE a ►`N jN � C TI APPROX.LOCATION EXIST. m C I TYPE E CURB 820.00 15-18-21 219.05 r 1•� - �- -\ I � M AI N P ER DWG. NO. C 2 820.00 4 -40-46 3� VAPCEVT SH RENING NO cu 66.97 d , M 28 �, 4 "h �� �� H O �� p 8 T.6- SEE AD- G IN TYPE E CURB TOTAL 2BG.OZ m . �, m N 230 d V T ANGLES o CUTOFF waLL FUTURE u 255 N °� 250 OT o, P. 5 ELL i- VERT.AN EPT.45 ELL URADE 230 F1 4 P SEWER ATE L SO 01 49 -W 7.0 ° w 0. m��r N, '' N 105 �� r C0NNE TO EXIST. M. .6 55.b2' OR MAIN L' 14 B PROFILE OF WOODLAKE DRIVE v `� u, C9 /� "PVC A +1 °/o INV.GR. 248.00 AND REC ANNEL A CURB LENGTH F2 SE N E 2 45 -01 -49 W 1 .71 a / z / ` PER DETA{ - REBU D EXI \ N S 0 O1 49 W 98 = m cu WOODLAK R. Q CON AE OT R- -SEE ° 245 M.H. NO. A RE IRED 225 2� S 0- 01-49W .58 250 Cr "' 240 • DETAIL SH . 0.7 t ` H to m EXIS NG MANHOLE N. t / EXIST. M.H. E.8 "VC SE R MAIN 0- 01 -49W _ 3 0 ° 8" C SEWER MAINS W SUITABLE P 4 VCS ER L AL 3 I I - , Z d ' FIT NI O NE 2 S I 2'± 247.701 EXI ST.MH I T GRADE _ \ FORCE AIN - TOTAL / SEE NO 2 -� 245 „ „ 2301 Q 11.04' 58, 16.71 7.00 220 SCALE FOR ALL PROFILES CONSTRUCT U CHANNEL TO FULL DEPTH OF PIP o 10.98 HOR I Z: I"=40' SEEELEVATIONVIEW c1, s PROFI LE OF LEFT CURB WI NDSOR DRI VE VERT: 1 " =6' LOWER RIGHT C11 2 I 60' 5 &PRI SEWER LATERAL FORCE - I U - - - PLUG +1% 2296" PR ILE OF 4" PVC PRIV E MAIN EASEMENT LU ° o S ER LATERAL IN R�2� �e � it EXIST. 2O' S.D.G�,E CO. EASE ENT I, EXIST. HIGH x `a �- 4 11 PV RIVATE � 4, CALE HORIZ.1 -40 ,,, (p=� 103 ;� 23.25' - W +TYPE DIKE j tt = 12 \ �c5• CAIJTIC�N-AND POLES f DO NOT DISTURB. LINES E R LATEA a 1 RL VERT : 9 • z w 1 E DS GUgRD FENCE ASSEM. �� ® E MAIN SEE NOTE 2 z 2 O� ��, \� 104 136a PLUG 105 bi v, -• f RECEHANNE T OF © y cP �`y / CONC. ANCHOR SEE DETAIL SHT.7 N r EXISTING AN OL.E NO.6 AS REQUIRED '� �' , /�' I,V 4" PVC PRIVATE SEWER L ATERAL PORCE MAIN + Hoorn = a0l O� '(� N LAN IEW- DETAIL - REBUIL EXISTI G p F1`� 5'I v` '� N u� z U) W m P �.��p c MANH LE NO.G NOT T SCALE / O FZ it. LS` `J Lu ocnc�w L ION BOUNDARY S r ° F � ® �� P \ RJR 6 _ o . o I ° CD 2 Q I 0�0�E 0 �n �QO Q��� 40' OF ° Z o /W 3 4 GP ��N _ I 4 0 1 E O� TYPE A DIKE - 25 -7 � -� z W W 5 6 5 SUBS Oa- - z J H W 7 R k S CUTOFF WALL IMPROVEMENTS UjwNE 251.4 6 23 23' 6' W W W 8 9 "' W� IND I XIMATE LOCATION JOIN EXIST. N g 3 23 6 23, 23' W w m 10 I I A '/ / F I S� . 8" AC w CI _ 23 23' W pT L EF N SAN DIEGUITO IRRIGATION DISTRICT TO A S B U I L T CTR. I NTERSECT I N 0" 6 .Q A K 23' p� S ou MAKE TEE WATER CONNECTION INTO EXISTING y� GV , 1 +00.00 WOODL DRIVE �� ® 8 "AC WATER MAIN - VERIFY EXACT LOCATION BY + CO OF EXISTING 8 AC IN FIELD. BILL K. BRAMBLE, RCE 81 2 w 3 +10.82 WINDSOR DRIVE 24g, 7 S 1 D R I V E I I O a NOTES DATE: ED SEE NOTE 15 SHEET I (n - r SCALE I " =40' EXIST. M HO EXIST.6" VCS M.H. Z / 2� SEE SHEET REBUILD EXIST. w C2 7 NO.6 "VC I M. H.6 -SEE DET L `+ (0 1. ALL IMPROVEMENTS PER THIS DRAWING I \ SE MAINS AND NOTE I cc) U EXCEPT THE 4 PVC SEWER LATERAL FORCE Cn C) w ( O I I W 23' 23' 23' �- INSERT IGOT END OFI 1 ING IN BAS AND MAIN ARE EXISTING. o = I04 103 w W ° w ' 23' 23' 6 , I GROU SECURELY. INVERT SPIGO OBE 2.4 PVC SEWER LATERAL FORCE MAIN AND 5" A VE INVERT OF OUTLET ao 3 / 100 6 _ FITTINGS SHALL BE JOHNS- MANVILLE RING -TITS o2 Q Q7 a 1S � 6 D � 9s w - _ 1 w cn - �� `� ,� SE E1 SN 6 98 97 W g6 n W W Cj_ I I F T 160 PS MI E 4 UMC EQUI ALENT PRESSUR PIPE 160 PSI F2ATING OR PVC GO Q I I 94 __ PRIVATE CONTRACT p c� <u � SAN D I EGU I TO WATER D I STRICT TO MAKE 9 3 CID TEE WATER CONNECTION INTO EXISTING COUNTY OF SAN DIEGO SHEET ® 4 VC PRIVATE SE R 8 8 "AC WATER E FITTINGS T ATERAL FORCE MA 6 ENGINEER DEPARTMENT SHEETS O MAIN - APPROXIMATE LOCATION EN S " \� CA1J1 +' © (t IN NCRETE - EE SEE NOTE 2 = Q OF EXIST. 8 AC. VERIFY EXACT LOCATION PL NV UPPE EFT W00DLAKE DRI VE IN FIELD. N APPROXMATE LOCATION A I N VIE - IL EB ILDING W I N D S O R DRI V E SEE NOTE 15 SHEET I . EL ECTQIC I ,TELEPI -ipNE TV EXISTING 3 N „ Q, SYSTEMS DO NOT C)) ) T . \/ ANDAPPUR I ENANT GAS, -� ELEV T O W D U 6 8 VCS �� ¢� I?CNCNING NOTE. URB. EXISTINC3 MANHOLE G • NOT TO SCALE SEE ADVANC- 10Ar Q O O WATER MAIN A(yp SEy 0O DO NOT DISTURE CD COUNTY APPROVED ANGES CARDIFF PROPERTIES UNIT N 0. 1 � �Q J ER MAIN E j ISTING Description Approved Die Recommended BENCH MARK - P ® ADVANCE TRENCHING NOTE: SEE NOT 112 STEEL PIN or, 002a for A Approved Description: AS BUILT NOTE. ® D 4 "PVC SEWER LAT AL Z u division En ineer �QSST, County Engineer O THE CONTRACTOR SHALL UNCOVER EXISTING SEWER MAINS AND SEWER F CE MAIN EA NT DATA, Location: 3/0 BALOUR DR 6 SANTA FE DR. APPROX CIL OF PROLONGA O F F CHANGE 6& I S NOT CONSTRUCTED. I T WILL NoT e, CAUTION cw 06A Eng ineer of work. Checked b LATERALS, TELEPHONE AND ELECTRIC CONDUITS. WATER MAINS AND 1.10.74 BALOUR 0R 30 FT ./0 SANTA FE OR 2.5 IN EIO CDR OF 6 F T CYCLONE FENCE a GC WATER SERVICES, GAS MAINS, CABLE TV, FIRE ALARM AND OTHER BE BUILT, WHEN NEEDED, BY PERMIT. ReeordFrom: rmwrvnc SAN DiF_m_ u_r_Rnr_.A: rnNTE� BOOK. EXISTING UTILITIES AT LEAST TWO HUNDRED (200) FEET IN REVISED TO AS -BUILT STATUS. Y °dl "74 U.S.C. &G. S. Yd � yd'u Approval date Elev: 328.430 Datum: K. E.8102 IV-V- T.A. 2889 -1 ADVANCE TRENCHING OPERATIONS TO PERMIT GRADE OR ALIGN- TL -I 4 MENT CHANGES. - - i 6 a 1V FILE N0. u � m 5 6 7 8 8 g 1 9 10 11 SHEET 7 28 60 V. ct co a DELTA In m 0 265 U a w o COURSE ITEM RADIUS BEARING LENGTH a Ln O7 o N N N ; _j C I TYPE E CURB 1480.00 11- 8- 2 287.60 e o nm, �M _ ,� 260 - -3 - -- -- - -- 580.00 7 -57 -44 80.60 M co TYPE E CURB 530.00 13- 1 -41 143.25 0° 260 `o n, `v "' ' C 4 5_2_0 13- 0- 345.13 Iu Ln l .pP4 /. CB 625 CB GRAS ------- - - - - -- - '- * - - - --+ - - TOTAL 856.58 U I- 255 / 255 W 1 10 IN AC 1612.00 13- 0 -34 343.31 W 2 612.00 1- 6 -42 11.87 w * EXISTING GROUND LINE / 1 \ W 3 612_00 11_55_ 0 127.29 10 IN AC TOTAL 428.47 i � \� o \ Z � S 1 8 IN VC 1500.00 13- 0 -34 340.59 ° U - S - 2 ------------- ---- - - - - -- 600_00 - - - 13_ 1 -4 136.43 8 IN VC TOTAL 477.02 ca 0 u53 `,4 7 60'VC m O Ln m c m 14 o C�J 2 N ru 260 PER ED LL _ GRADE TO DAYLIGHTO -07. // \ ' CENTERLINE DATA ��� ���� �\ GRADING PERMIT L•G�36 w. 60 �y 1. 024'� RZnpEDE .�__� EQ n-3 - i.o% FROM TO D OR TA Z -- - / * C) / STATION STATION RADIUS BEARING LENGTH 5 +57.92 8 +98.51 150 .00 13- 0 -34 340.59 L 255 107.08' OF 14 235.15 OF lo" AC AT 0.082 % 12 4.79r OF 10 " ' AC AT e- % 255 8 +98.51 10 +34.94 0.00 13- 1 -41 136.43 AT w 34059' OF 8" VC RT 0.405 R %.43 OF B" VC AT 0.405 % _ m CD w 265 N / 3 + La m j 60'VC w% r 265 n PH ru i8 LD !� CD gI o 260 ' - 0.625% GRADE 260 m / 1.024'6 C . I PROFI LE OF WOODLAKE DRI EVE 255 + 255 S C A L E: HORIZ: 1 " =40' LD VERT: 1 " =6' o! A N m ° 16 A O O a N �h8p 4' 8 n 4 " J z N Lu n Ln al W ::r ;x. Ev�� p [Y oI "' 3 y ° GRADE TO DAYLIGHT @ /.o°/a 86 -7 v - PER yRADING PERMIT L 6036 I ul °D w a a'` cs / " I.D. PVC 45 ELL 10 11 12 AS 13 14 15 16 J "' J 1 PSI -r °% t AREA 1 /8 ' I7 Z u, cL / W � 5' S GUARD FENCE TO BE INSTALLED I TYPEC INSIDE PAVED "X 1 " X L GT4•J ' SE HEET 6 I w I EQUIRED LVANIZED A ELEVATIO O W u W W w W W 6' �I ' 1 C2.F4 as o r l I R STEEL ST AP (STYR 0 / / I 23' 23' 23' U , / OT N ) 6' 23' 23' 6 23' 23' 6' _ f � jp To B�,/ nINS_T`�LLED t.G'INSIDE 6DRy. S2 pRINE / SEE SHEET g CI // 1/ AN O S ' `TYPE GUARD FENCE TD 5E INSTALLED L0' INSIDE PAVES AREA r FOR AN R �4 BOLTS 611GV J D A K E I s � S 1 �� W1 p "GV A ND BAC ILL C I t C4 ' CTR. INTERSECTI & PCP PLAN 8f 23 6 30 � 8 +9B.51 WOODLAKE DRIVE 3" MIN. 12" 3 "MIN. ® 23' 6 6' 23' 23' 6 23' 23' 6' 6 23 13 +56.93 GREENLAKE DRIVE p TAIL -STEEL $ AP A Cn I D6 1-4E Y DUTY S ROPOAM o w W o W W W STEELS RAP OP E U IVALE NG ATERIAL NOT TO SCALE A SI B U I L T STEEL STRAP 95 94 W - w ° -_ BY: roe 7 �y ELL cml 93 92 p 89 87 60 PSI C SEE SHEET BILL K. BRAMBLE,RCE 8102 TOP OF ONC. 4 "I. D. PVC °EL 91 p •.:_ .'.'::. , „ o' I :6 1GO PSI - EE SHE 6 SAND BACKPIL 3 /EE I I IRE ED a I� ' D:. ' 3/4 C DS• U MIN. DATE: Co -Z6- �( U_j I .... II , SCALE I " =40' in / n. ANC OR BOL WITH cJ a:', L CLA B C NCR E PRIVATE CONTRACT 2 TS EACH AX a! fit' MAX. SHEET COUNTY OF SAN DIEGO D, D• ' •a Q •, 7 ENGIN ER DEPARTMENT SX ETS NOTES ONCR E ANCHOR- SHEET 6) SECTION •A �EL♦EV-AATION W00DL!AKE DRI V AS BUILT NOTE: 1.STEELST P ALLBEGALVANIZ AFTER F'ABRICA ON.A CHOP ®pE At CONCRET ANC OR - NOT TO CALE BOLTS AND U SHALL BEGALVA Z CONCRETE CNOR CARDIFF PRO E R T I E S UNIT CHANGE I S NOT CONSTRUCTED. SHALL CURE INIMUM OF 3 DA BE RE PLACI 4" COUNTY APPR ED CHANGE IT WILL E BUILT, WHEN NEEDED, PVC PIPE INGS AND STE L STR BENCH MARK Recommended for Approval Approved 2. FTER I ST CATION AND EFORE CKEIL PAINT BY PERMIT. ' No. Description Ap rov by Dote Description: 112" STEEL PIN OC 0020 AA • ADDff CONCR ET ANCHOR 2- 14 - 74 Subdivision Enq near ALL ME L PAR WITH 2 C ATS OF COA TAR NAMEL DETAIL OR 4�� P C PRIVATE 1 ceanty E ngin «r PITT IEM "TAR ET OR QUIVALENT. SEWER ATE RA RCEMAIN Location: 310 DAL011B IlB d SANTA FE DR APPROX C/L OF PROLONGATION OF AS SNO ON EET6. I,ALOUR DR 3O FT S/0 SANTA FE DR 2 5 1 N E/O CDR OF 6 FT CYCLONE FENCE. Engineer of work Checked b ALSO AD E NIOT•ES. Record From: COUNTY OF SAN DIEOO VERTICAL CONTROL 8010K. ✓ y � 1- 10 -74 GA 7� A Approval date Elev: 32.4 y� •-' 30 Datum: U.S.C. A G. S. 7 REVISED TO AS -BUILT STATUS !l�`�' 1 -4.70- LL K. �� "29'x/ =T.At2BW-1 FILE N0. MICROFILME( 1 2 3 4 5 6 7 SHEET 8 STORM DRAIN DELTA Z - CAUTION: W a APPROXIMATE LOCATION EXISTING 8 "VCP, COURSE ITEM RADIUS BEARING LENGTH X U M: 0 12 ".AC AND GAS MAINS. DO NOT DISTURB. D I 18 IN RCP S 0 -32- 8W 62.75 @ N Q i a rn � SEE NOTE 15,5HEET I ------------------------------------------------------ � r a 315 i 315 18 IN RCP TOTAL 62.75 � �, �, 1 Z Z Z _ � 1 N (n 1= 1 � D 2 18 IN RCP 00.00 81 -39 -25 128.27 D 3 S11- 3 - -IOE 136.00 --------------- - - - - -- --------------------------- +' 18 IN RCP TOTAL 264.27 INLET OPENING w w w 310 AT 309.7 f 310 � V) NOTE: TOP OF CLEANOUT SHALL BE D 4 18 IN RCP S52 -50- OE 285.23 305 +! EXISTING GROUND LINE 305 AT FINISHED PAVEMENT GRADE. � D 5 S49- 0 -59E 44.00 a- N1. 1 \ 10 "AC FINISH GRADE LINE 18 IN RCP TOTAL 329.23 113 , @ cO 301 EXISTING GROUND LINE / 300 INV.GR. 300 uj ::� 26.75' INVERT GRAD 295 Lu 0 W mI g Z p°a�� (TYPICAL) 8"VC_�` C — 0 F _ 1350 -D Q °° !v �I r \\ \ I 290 �; Qr W Ua QI. U_ m� r r v �rr p \ r t- 62.75' ru 'ate a -cc Ln b D2 128. 27' w D3 136.00 w J o 285 \ 3 N \ W U 1350 -D a 1 I wi 280 oHr t- U N W y W H F y 1350 -D �\ 275 Q D4 285. 23' 44' OF 18 $C x @ -31.88 \ o 270 PROFI LEI OF STORM DRIAI N SCALE \ \ FINISH GRADE VE RT: 1 LIME ^� na 265 NOTE: ABANDON EXISTING 24 "CMP t ^ 4 '� 350 D BY FILLING PIPE WITH SAND g Bgy Q �+ NOT BUILT, BUT DRAIN AND PLUGGING EACH END WITH A S FF ° Fk Cb ���^ RAISE PCC DITCH 6' ��� CONTINUES IN UNIT 2 CONCRETE PLUG A MINIMUM OF tij P A NO SST ^ ON OUTSIDE OF ALL D5 o AND I S BUILT 12 THICK. F � }\ �;ry ��oh TURNS 44.00 � ' N P iq R 10' DRAINAGE EASEMENT Ow T / 0 N PCC DITCH TO SAN DIEGO COUNTY FLOOD CONTROL SEE N W 1 4 SEC BE DETAIL / DISTRICT DOCU NO. 13 IS A 1 16 O o, R N - CO CO t 10'X15' SELECT ROCK SLOPE PROTECTION - - - SELECT ROCK SHALL BE A MINIMUM Pee* I 1 3 S 2 3 OF 1/2 CUBIC FOOT IN SIZE ti i �`�'�� \� \ R 6 GRAVITY TYPE HEADWALL F ' X 6' SELECT ROCK SLOPE PROTECTION I FOOT THICK AND SHALL BE V i ��� /Re�7 pF 4 W GROUTED IN PLACE. � .- z �\\ .� � � �i� r ti \ ?x ONO PR o, C3 If PIPE COLLAR Q A U l / SV \ O�IV $2� W1/ 4 SECTION 23 o / 4� SyFFT ? / 5 0 P 0 R r I 0 N " R 4 W r 1 3 s , v CO Q SU6p /o1 7x7p \p a 61 AS BUILT 0 0 N + ii \ BY: Cb • A� F9y�q 4906, TYPE A CLEANOUT��� / G,P d , 14' ' O OU S IDF- O I K. B AM6L , RGE 81W k�o ti0 d �` Ry 60 \ _ �F q 3n P.C.C. DATE: 6 - 25- ?"� G / 9 ? 6 59 0 1 P DETAIL PRIVATE CONTRACT 58 s PCC DITCH SHEET COUNTY OF SAN DIEGO 8 B ENGINEER DEPARTMENT SHEETS F �. F T NOT TO SCALE 57 S T 0 R M D R A I N COUNTY APPROVED CHANGES CARDIFF P R O P E R T I E S UNIT NO 1 / �lr BENCH MARK Reco No. Description Approved by Date mmended 4o A l Approved r prApproved - w Description: 1/2 STEEL PIN OC 0020 g7� 3 AM D REpp TO CA``'IF.DIV.OF S -STD. (�-1! uYdivision En i ear NWAb I� PLAN N0.® F01t INLET TYIIE O.M.P. Location: S/0 BALOUR DR 6 SANTA FE DR All C/L OF PRO_ONGATION OF BALOUR g S$T, Counry Engin «r IS DELETED TYIE D CATCH BASIN. jL 23 197agr- 1j7 s=ue DR 30 FT S/O SANTA FE DR 2.5 IN E/0 CoR OF 6 FT CYCLONE FENCE. Engin«rot Chockedb 7 REVISED TO AS -BUILT STATUS. Record From: COUNTY OF SAN DIEW VERTICAL 0011TROL BDOK. Approval date T. RAFILM,n Elw: 37A. Y30 Datum: U. S. C. b G. S. ®ILL K. BRMBN.E N. C. E. 8102 e -2 9- 7/ M - CHARLES W. CHR - I N FILE N0. v,`rri ;. AUG ± 5 1974 MICROFILIV1Ei:.` �� )! IJ.1v1L_