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271 I I ' CARDIFF' PROPERTIES �.Jl�I NQ* 4 GENERAL NOTES WORK TO BE DONE I. THE STRUCTURAL SECTION WILL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STANDARDS AND AS S E w E R LATERAL DATA .T A B L E DETERMINED BY THE MATERIALS LABORATORY. IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, ® THE CURRENT SAN DIEGO COUNTY ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND MAIN DROP INV INV DEPTH 2• THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAINTAINING ALL EXISTING UNDERGROUND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE INV TO AT CURB BELOW CURB UTILITIES DURING CONSTRUCTION. DRAWINGS. THE STANDARD SPECIFICATIONS AND DRAWINGS OF THE SAN DIEGUITO WATER I LOT ELEV MAIN PROP LENGTH ELEV AT PROP REMARKS 3. THE ENGINEER OF DES'I'GN SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT DISTRICT FOR WATER MAIN CONSTRUCTION AND THE STANDARD SPECIFICATIONS AND DRA"S 235 318.9 1.0 32197 42.0 327.7 6.0 THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL HE BE REQUIRED OF THE CARDIFF SANITATION DISTRICT. 236 318.4 1.0 320.8 42.0 326.8 6.0 TO SUPERVISE CONDUCT OF THE WORT( OR THE CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR 237 318.1 190 320.3 42.0 326.3 6.0 OR SUBCONTRACTORS OR THEIR RESPECTIVE EMPLOYEES OR BY ANOTHER PERSON AT THE JOB SITE OTHER I M P R 0 V E M E N T S S T D DWG L E G E N D 238 317.7 C.q 319.5 42.0 925.4 5o9 7-% INY47ZrG440r THAN THAT OF THE ENGINEER'S EMPLOYEES. g 239 317.4 0.9 319.2 42.0 324.9 506 1 4• A PERMIT SHALL BE OBTAINED FROM THE COUNTY ENGINEER'S DEPARTMENT FOR EXCAVATION WITHIN THE GRADING OF STREETS (TYPICAL SECTION) 240 316.9 1.0 318.8 42.0 323.9 5.1 EXISTING COUNTY RIGHT -OF -WAY. ENC I N I TAS 241 316.6 1.0 318.5 42.0 323.4 4.9 5• ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS; FOR LOCATION OF PREPARATION OF SUBGRADE & PAVING OF STREETS o • 0 2 242 316.2 0.9 318.0 42.0 322.5 4.5 CABLES AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY AT 298 -0595. v r :;A E CARDIFF PROPERTIES UNIT 243 316.1 Ooq 317.9 42.0 322.0 4.1 2 "A.C. PAVEMENT ° u+ NO.1, MAP NO. 7154 244 316.0 0.4 317.3 42.0 321.1 3.8 CONCRETE ENCAS 6• ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS; FOR LOCATIONS OF ELECTRICAL CAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN D IEGO EGO GAS �- TYPE E CURB G/- PROPOSED CARDIFF PROPERTIES 245 315.9 0.4 317.2 42.0 320.8 3.6 CONCRETE ENCASE TYPE E CURB 200 -3 � CI� '` N l� UNIT NO. 2 246 315.7 0. 317.0 42.0 320.6 366 CONCRETE ENCASES &ELECTRIC COMPANY AT 232 -4252, EXT. 1658. 4 247 315.6 0.4 31694 42.0 320.4 345 CONCRETE ENCASE R�1iT 7. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED BEFORE CONSTRUCTION OF CURBS, CROSS- 4" P.C.C. SIDEWALK 212 -2 SANTA FE DRIVE 248 315.5 0.4 316.8 42.0 320.2. 304 CONCRETE ENCASE -j GUTTERS OR SURFACING OF STREETS. o - FOPOSED CARDIFF 249 315.4 .0.4 316.7 42.0 320.2 sag CONCRETE ENCASE 8. CONTRACTOR SHALL UNCOVER LOCATI(N OF WATER MAIN CONNECTIONS PRIOR TO BEGINNING INSTALLATION CUTOFF WALL AT END OF PAVEMENT 203 -1 L� PROPERTIES UNIT NO. 3 250 315.3 C.4 316.6 42.0 320.5 30 CONCRETE ENCAS TO INSURE CONFORMANCE WITH LINES AND GRADES SHOWN ON THESE PLANS. ANY DISCREPANCIES SHALL T O 251 282.5 1. 2e5.o 48.0 289.7 11-7 BE FENCE ASSEMBLY 214 c' I .252 282.5 202 285.7 47.9 289.9 1f.2. 7. 1 t4vfv 6"19G BE BROUGHT TO THE ATTENTION OF THE DISTRICT ENGINEER PRIOR TO PROCEEDING. q ARDIFF 253 282.4 1.0 284.3 43.9 290.2 5.9 9. ALL CONVECTIONS TO EXISTING WATER MAINS SHALL BE MADE BY THE SAN DIEGUITO WATER DISTRICT. SURVEY MONUMENT 218; 219 PROPERTIES 254 282.2 1 .0 284.7 28.0 290.7 6.0 COSTS FOR THESE CONNECTIONS SHALL BE PAID FOR BY THE DEVELOPER. CARD I F F 255 282.1 1.0 285.0 28.0 291.0 608 1 0 • ALL WATER MAINS SHALL BE CONSTRUCTED WITH 36" MINIMUM COVER. A . C . WATER M A I N ( S I Z E AS SHOWN) SAN D I E G U I T O WATER DISTRICT CT- BY THE UNIT N0. 4 � I S kbI 256 281.9 1.0 285.4 28.0 291.4 6.0 11. GRADES OF 10%- 11.99% - 2 -1/2" A.C. OVER COUNTY - APPROVED BASE. �S 257 281.8 1.0 285.7 28.0 .29197 600 GRADES OF 127o-13.997o - 3" A.C. OVER COUNTY - APPROVED BASE. I" WATER LATERAL SAN DIEGUITO WATER ISTRICT- L 0 C A T I 0 N M A P Ql EXIST.MH #4 " SAME OWNERSHIP" GRADES OF 1470 15 -99% - 3 -1/2" A.C. OVER COIINTY- AFPPROVED BASE. CAST IRON GATE VALVES & STANDARD NOT TO SCALE 12• THE CONTRACTOR SHALL UNCOVER EXISTING SEWER MAINS AND SEWER LATERALS, TELEPHONE AND ELECTRIC VALVE BOXES WITH CAST IRON COVER SAN DIEGUITO WATER ISTRICT- ..� N CONDUITS, WATER MAINS AND WATER SERVICES, GAS MAINS, CABLE TV, FIRE ALARM AND OTHER EXISTING "'w 7 UTILITIES AT LEAST TWO HUNDRED (200) FEET IN ADVANCE OF TRENCHING OPERATIONS TO PERMIT GRADE FIRE HYDRANTS & APPURTENANCES COMPLETE-SAN DIEGUITO WANE •01ST•- FH OR ALIGNMENT CHANGES. 13. EXISTING POLES AND OVERHEAD LINES IN LAKE DRIVE TO BE RELOCATED BY OTHERS. BLOWOFF VALVE ASSEMBLY AS SHOWN SAN DIEGUITO WATER ISTRICT- � �„�d � arF U- - 4 bi L 0 T 2 3 4 1 14. THE WATER METER BOX SHALL BE SET AT GRADE BY THE SAN DIEGUITO IRRIGATION DISTRICT PRIOR TO V.C.P. SEWER MAINS (SIZE AS SHOWN) CARDIFF SANITATION ISTRICT- -SI PLACEMENT OF CONCRETE SIDEWALKS. "I 15. EACH LOT SHALL RECEIVE A 4" SEWER LATERAL AND A I" WATER LATERAL, LOCATION TO BE DETERMINED 4" V .C. P . SEWER LATERAL CARDIFF SANITATION I STR i CT- IN THE FIELD BY THE ENGINEER OF WORK. THE "AS BUILT" LOCATIONS SHALL BE SHOWN ON THESE PLANS, SUBD.B�Y' 302 C A R D 1 F F P R 0 P E R T 1 E S w AND THE SEWER AND WATER LATERAL TABLE COMPLETED PRIOR TO ACCEPTANCE OF THIS SUBDIVISION BY CONCRETE MANHOLE CARDIFF SANITATION D ISTRICT- aaaaeou o 301 THE COUNTY. 16. THE ODNSTRUCTION OF P.C.C. STANDARD DRIVEWAYS, LOCATIONS TO BE DETERMINED IN THE INSTALLATION OF STREET LIGHTS SPECIAL DISTRICTS EXHIBIT B - U N I T N 0 3 I FIELD BY THE ENGINEER OF WDRK. THE P.C.C.SURFACING OF DRIVEWAYS SHALL EXTEND FROM THE CURB 303 300 Q 3 ® TO THE PROPERTY LINE. USE STANDARD DRAWINGS 207 -3, 305 -2 & 306.1 STANDARD STREET SIGN 301 -2 tea' a MAP N 0 x SEWER LATERAL DATA TABLE � PRESSURE REGULATORS SHALL 6E REQUIRED FOR ALL 2" AIR RELIEF VALV SAN DIEGUITO MATER ISTRICT.- 304 l0 299 (CONTINUED) WATER SERVICES. ROCK SLOPE PROTECTION a I 258 281.6 1.0 2869 ® SEWER LATERAL DATA TABLE (CONTINUED) 305 W 2 28.0 292.2 6.0 298 I 259 281.5 1.0 286.4 28.0 292.4 6.0 293 257.2 0. 258.128.0 265.1 6.D $ 2- 30.1 264.8 6 . STORM DRAIN 220 - 1 ti I 260 281.3 1.0 287.0 28.0 293.0 660 306 294 272.6 1.0 280.4 30.0 286 G 2'� INV`RT 61YA11� 1 .4 6.0 Z : 261 281.1 1.0 287.5 2E.0 293.5 600_ 0 - - - � M 295 256.7 1.0 260.2 26.0 266.2 6. TYPE O.M.P. INLET PER STATE I Q o Iu, 297 294 BpRV DRIVE o 262 280.9 1.0 288.5 28.0 294.5 6.0 307 0. r 264 280. N 263 280.8 1.0 289.0 28.0 295.0 6.0 297 256.4 1.0 261 5 26. 296 256.5 1.0 26190 26.0 267.0 -600 DIVISION OF HIGHWAYS STD.RLAN SD -75 -8 _ i S " 280.8 190 290.0 27.5 296.0 6.0 298 256•,2 1.0 262.3 26.0 268.3 6.0 a v z " 296 I 265 280.5 1.0 290.6 28.0 296.6 .600 STRAIGHT HEADWALL 126 - I c ti 308 e v 299 256.1 1.0 262.9 28.7 268.9 6.0 I Ova I 1 295 266 235 `266 280.3 1.0 293.0 29.6 299.0 6.0 300 255.9 1.0 26396 47.5 269.6 6v0 STORM DRAIN CLEANOUT , TYPE A r z 267 280.5 1.0 290.5 28.0 296.5 6.0 / 301 255.8 1.0 263.8 41.0 269.8 6.0 w" in 309 V-+� 236 �' 268 280.8 1.0 289.4 28.0 295.4 6.0 9 6.0 TYPE J INLET 106 -1 / 303 255.8 1.0 263.9 36.0 269. ow 1 w 269 2809 10 2888 280 2946 60 N m . . . . . . 3�j' M 267 265 Z z N rr 270 281.1 1.0 287.8 28.0 293.8 600 304 255.9 1.0 263.4 47.7 269.4 6.0 w 310# S� /`P� A I 41 - x 305 256.0 1.0 263.0 33.2 269.0 6.0 MODIFIED TYPE J INLET SEE DETAIL SHEET 7 Z _ mi l/ �0 C P 237 I 271 281.2 1.0 287.2 78.0 ?93.2 6.0 306 2560 1.0 26290 26.0 26890 6.0 C � N� N L �93 �- 264 1 4' y o 272 281.4 1.0 - 286.6 28.0 292.6 6.0 307 256.4 1.0 261.6 26.0 267.6 600 TYPE H CURB INLET 1 08- 1 268 = I 238 R w 308 2566 40 2607 260 266 a A 273 281.5 1.0 286.3 28.0 292.3 600 .*...7 6.0 _ ( R M I a ( 274 281.7 100 288.8 28.0 291.8 6.0. lA STREET LIGHT SERVICE CaNA1ECT[ON PDINT '-- _ 269 ° 263 `; F ,275 281.8 100 285.6 2800 291.6 6o0 3 25609 1.0.. 258.4 26.. 292 239 • ' cn 276 282.1 1.0 285.1 2800 291.1 6.0 0 2633 49 � p �. a 262 Q `�' X - 84.8 290. .O •311 257.5 1:0 254.1 .28.0 264.9 5.8 CROSS GUTTER & RETURN SEGMENT 205 277 282.2 100 2 28 0 8 6 312 257.8 l•0 259.•5 8. / - , 0 240 r 4 270 w y I .313 257.9 1.0 25906. 26506 6.0 STORM DRAIN CLEANOUT, TYPE G 103 - I Z 311 ►rte 291 In "' 278 282.4 1.0 284.3 38.4 29003 600 279 282.5 1.0 284.5 48.0 289.9 5. 261 rN a u 314 258.2 1.0 259.9 28x0 265.9 6.0 '; C>1 \ ° I 271 0 280 282.5 100 284.5 47.9 269.7 S.2 315 258.3 100 260.0 28.0 26600 6.0 STANDARD DRAINAGE OUTLET 123 312 ° 290 241 Z 281 259.1 1.0. 261.1 38.0 26791 6.0 260 316 258.6 1.0 260.3 28.0 26603 6.0 SHEET 7 Y w w w m 282 259.1 loo 261.0 38.9 267.0 600 STORM DRAIN CLEANOUT, TYPE C MODIFIED _ 102 -1; ALSO NOTE 3, a 272 JTS 317 25807 1.0 26004 286A 266.4 600 a 313 W I 289 w a 242 �� 0 283 259.1 100 261.1 46.3 266.9 5.7 318 259.0 1.0 260.8 42.6 266.7 504 CONCRETE ENCASEMENT DEPARTMENT OF SPECIAL DISTRICT SERV CES 259 284 25900 1.O 26008 43 % 1 266.7 S•8 ® .319 25903 1.0 26101 4694 266.9 5.7 STANDARD DETAILS FOR SOR CONSTRUCTION � 273 `" ' 285 258.7 100 260.4 2800 266.4 6.0 320 259.1 1.6 .2610U 36 %8 267.0 6.0 � 314 � ,{ 288 243 286 25806 1.0 16003 28.0 266.3 6.0 z LLJ 274Q > 258 I� $ 487 258.3 1.0 26000 2890 266.0 6.00 321 25901 1.0 2610 38x2, 267.1. 6.0 LLJ s 315Q 287 - N 288 258.2 1.0 259.9 2800 265.9 6.0 o v \ = 257 ac 1 289 25709 1.0 259.6 28.0 265.6 6.0 SUBD.BDRY. 97 275 290 257.8 1.0 259.5 28.0 265.5 6 0 FUTURE � a a `" 0 W 316 286 w I 256 245 -- 291 257.5 1.0 259.2 28.0 265.2 6.0' SUBD.f3DRY. PROPERTY LINE 42' 42' PROPERTY LINE 323 317 1 I 285 276 ° I 255 246 I PROPERTY LINE PROPERTY LINE --� PROPERTY i �E'LY INE OF ROAD ESMT.I AS BUILT (� _ , LINE LPRNEERTY °° 284 277 I 3 3 32' 10 318 I I 254 247 10' - PAV ELE VS. SHOWN PROFILE IL K• BRRMBLE EME 7 NT , 278 . E 319 PLUG 283 248 5' S' 16' 18' -20' 1 ' 18' -20' 5' 5' & CU SIDE LK PER T.N. \ I �\ DA : ( 253 ® L� 320 �^ - - - - -- ' 7' �ELEV.SNOWN IN PROF I I L v�. FEATHER WITH 282 279 252 249 TREET & 2% ' 2% PROFILE I 2% _�, -�7 AC. AS NECESS YJ/ 4" P.C.C. 32 HYDRANT 280 - - - - -r 4" P.C.C. J' �� -- SIDEWALK 321 281 i ' L --L��_ �L- t_ - - -- ICI. L`r 4" P.C. . SIDEWALK FOR STRUCTURAL SEC - TYPE E CUR FUTURE SIDEWALK,CURB�� CFOR STRUCTURAL PRIVATE CONTRACT I I! 251 250 SIDEWALK -� SIDEWALK PE CURB ]� I TYPE E CURB FOR STRUCTURAL CTION 7� AND PAVEMENT / SECTION SEE NOTE I STORM DRAIN SEE NOTE I e KEY HAM to TYPE E CURB O K , EE NOTE REMOVE EX I ST. PVMT! SEE SHEET TYPICAL STREET SECTION b TYPICAL STREET SEC , ION' TYPICAL STREET SECTION SHE T � COUNTY OF SAN DIEGO SUBDIVISION BOUNDARY P O I N S E T T I A H E I G H T S 52', 56' & 60' STREETS WOODGROVE DRIVE LAKE DRIVE I ENGINEE DEPARTMENT =$ Ngm PORTION SW 1/4 SECTION 23 I NOT TO SCALE U N I T N 0 2 R O F S 3 7 2 5 NOT TO SCALE NOT TO SCALE LAKE DRI VE, WOOOGR30VE DR 016 CAPIYON TERRACE, OLD PLA NS J H IMFROV MfNT$ OF: VE, 0UN'TY APPROVED CHANGES CREEK %CURT, LOWER LAKE RT, OFFSiTE WATER, OUTFALL DELETED STREET LIGHT. f2t'�� SEWER t STOW DRAINS IN ADJOINING M A P N 0. 4 4 8 3 K E Y M A P Rev. OUTFALL SEW. MAIN ALIGM. IM ay"" ,I � C A RD IFF PROPE I I E " U N 11 h 9. 4 SEWER AGENCY WATER AGENCY o REVI5ED To AS 9uILT 9TArU - I • BENCH MARK :K: *'ri '� SCALE: I -100 No. Description Approval by Date « d Approad pry .� NOTE: o DENOTES STREET LIGHT 2D,000 LUMENS CARDIFF SANITATION DISTRICT SAN DIEGUITO W TER DISTRICT ADDED NOT Description: 1 12" STEEL PIN E 17 To v DENOTES STREET LIGHT, 7,000 LUMENS 1 oeN6ER6.L NoTra Z _ Z -73 De A S Leeati S/0 s. division L in0 T' County En In•or + DENOTES STANDARD STREET SIGN eAt0111 YITA FE DR APPROX C/L OF FROL RRRAnRIr OF lALr111A APPROVED BY _ v APPROVED BY 2 CHANGE 10•AC TO 9 "AC Z -1-7 OR a FT RIO SWTA Fr OR 25 IR E/0 r, FT CYCLOIIE FENCE. Eneio00rofwork Chocked b ADD CONCRETE ENCASEMENT. -"- WATY OF SAN DIEGO VERTICAL CONTROL ROOK y/ Z -75-77 Record From: T'�"w DATE �� 7Z- DATE o7p� 9 /� ADD SEWER LATERAL DATA TABLE. 4L 1_ 77 Elav: 378.430 Da z run: D.S.C. E G.S. Approval •f• I�fe I ILr�IEp MICRUFILMEiO CNG.TO ADD SEWER DATA TMLE. APPROVE CNAMOE SIDEWALK DIMENSION TO 5' iS' 12'18 ^72 T.AL �+tttA+I IUI`E , V -S7 36 FILE NO. +r+1i+a..151U1v PRA N /�/ PRECISION 1 1974 PRECISION 1 U L 0 J U I�� 1 1 %� MRr OI l II .. I � FEB 22 1973 MICRUFILMW PAICROF" -ML'O ► -: - Y.�lit3 MIG�' MICR(,?" m m Ln m L A 22m m �' 23 24 25 26> 27 28 OR FUTURE LEFT CURB m m j 60' V.C. j X60' V.C. ;, 03 _ COURSE ITEM RADIUS BEARING LENGTH w m ``' °m C 1 6 IN T E CURB N 0- 15 -41E 68473 C; ° ° CD :4 325 �� N m � C � 6 IN TYPES CURB TOTAL 68473 --------------------- - - - - -- ------------------------- -/- TUR 1 -W m Ln -4 ru N < Ln 325 E 2 EDGE OF PVMT S 1- 32 -19E 350.17 CU m m Lo En CD EDGE OF PVMT. TOTAL 350.17 ru o > - RB GRA —� _ m m o N N .+ N cu Co m D I TYPE A DIKE + © 143.± Z r N " m ,° r ° r ° ru m EXISTING LEFT EDGE -------- ---- - - - - -- (189 = _ALI _ENT LE -- _- _- ____- ____ -_ _� _ -0-500% m cn c•� m TYPE A DIKE LESS 46 D IVEWAY 143•± U w w FUTURE 0. 27% FUTURE 320— EXISTING PAVEME OPENING) f� e CURB GRADE CURB GRADE m ° o CENTERLINE DATA DELTA o ' OR ru f ;, STAT STAT RADIUS BEARING LENGTH N w ru U v 330 m m ^ _ •� 22+ 8.45 29 +32.04 0.00 S 0- 15 -41W 723.59 m �\ w U U CENTERLINE — - EXISTING GROUND LINE AT CTR. Lu o/ 60' V.C. w 60' V.C. u m� Lu o 0 0 0 (n o ° o o z ° N O O ° W O m 325 \ 1 ' 756% ru m r En `� m 325 W lt GR^ pE Cn_ m ru r, m ru ru X ^ ru N N Cn `_ SEE NOTE 3 APPROXIMATE LL' ru .� m e In o I 14 o o m LOCATION EXIST.GAS MAIN m m ru ru o c NIP* IW In c c w N m EXISTING PAVEMENT GRADE AT CTR. _ w — cn m _ 0.5 ( L GRADE m Cu m m m O.6 7% ¢r GRADE m cr, > APPROXIMATE EXISTING INVERT GRADE _ �� _ o N OF EXIST. 8 "VC - TYPICAL APPROXIMATE �m I ✓ I W LOCATION EXIST. � I� �� m uI '° m - WATER MAIN ru - ,f, SEE NOTE _ _ m 330 3 `�' — — - 315 _ GUTTER GRADE n ' 18 "RCP @CTR. � RIGHT CURB m o K Ln _ l a rn M C`3 d U In a7 � J M � ti M U 325 325 m r^ m N ti 1'/56% CB GRAPE r a In FI 0 Ln p (— �O N m TRANSITION + PROFILE OF LAKE DRIVE CD ^ °� 2� (vs + W ( M V j DIKE GUTTER GRADEL9 r u ru �„ `+° -D • 500% CB GRADE O7 0.527 ° ti C8 GRADE NS RIGHT EDGE OF EX I STING PAVEMENT S C A L E ru m m -320— HDRZ.: 1 "= 0' / 60 V.C. + rJ "� - - VERT.: I "= 4' > u / -W .� m 0 10 m n• U v 1-1 - 14 < W N f ° m Lo 4 _ r. Y r� Ln N 0 T E S o m m m c m 2 m c Z: m N I• ADJUST TOP OF EXISTING MANHOLES TO FINISHED GRADE. N ru w 2. EXIST-POLE & OVERHEAD ELECT. & TELEPHONE LINES TO BE MOVED BY OTHERS. o o o o u- d' ° o rn 3• EXISTING GAS MAIN & VALVES MAY REQUIRE VERTICAL N 0 T E S (CONTI ED): -+ o o ° � - -+ RELOCATION TO MEET NEW FINISHED GRADE. RELOCATION - a a ED o H CD W m N x SHALL BE DONE BY THE S A N D IEGO GAS & ELECTRIC CO. 6. CONCRETE ENCASEMENT IS REQUIRED FOR ALL SEWER z N 60' V.C. ru CIO ~ '' °r ° 4• EXISTING WATER MAIN MAY REQUIRE VERTICAL RELOCATION. LATERALS WHER COVER OVER TOP OF PIPE IS LESS ^ " m N ti - GUITO IRRIGATION THAN 3.5 FEET VERIFY ACTUAL LENGTH OF SCALE: I " =40' I �� `-' N o ru cu In RELOCATION SHALL BE DONE BY THE SAN DLE m - m U 60' V.C. - p� QQ DISTRICT. CONCRETE ENCA EMENT REQUIRED IN THE FIELD. t a w > w z a > �� '� R �i w 5. ADJUST TOP OF EXISTING WATER MAIN VALVES TO NEW FINISHED ,,-MAKE CONNECTION TO EXIST. WATER MAI ENCASEMENT PE COUNTY OF SAN DIEGO, DEPT. OF m J _ ; W y SPECIAL DISTR CT SERVICES, STANDARD DETAILS / WITH 6" FIRE HYDRANT SERVICE- SEE a a x _ GRADE. VERIFY EXISTING WATER MAIN VALVE LOCATIONS IN THE I c " � rn ru v ° _ FIELD AND AT SAN DIEGUITO WATER DISTRICT. FOR SEWER CON TRUCTION. E 1/ 2 O F E I NOTE 9, SHEET I 1/ 2 O F N W 1/ 4 S E C T I O N 2 3 v a ° °°' W W cu r a o ° z z © 7. EXISTING STRE T S IGN- RELOCATE AS REQUIRED. EXISTING 60' ROAD `EASEMENT GRANTED TO COUNTY OF___ w � �i�io w > u I M Lu a �� 8. EXISTING POLE & POLE ANCHOR AND TREE - DO NOT ,-MAKE CONNEC ION TO EXISTING •o I-x a �w o o „� +Y - SAN DIEGO PER DEED RECORDE A PRIL II, 1951, �i MAKE CONNECTION TO EXIST. WATER MAIN - I-rnrn v z z DISTURB. w DOCUMENT NO.45753,IBOOK 4049, PAGE 197, O.R. I SEWER MAIN - TYPICAL (I6) LOCATIONS WITH I" WATER LATERAL - TYPICAL '(16) + a r k` z uI oc c�i� W N p EXISTING 60' ROAD EASEMENT GRANTED TO COUNTY 9. MOVE TYPE DS ARD FENCE TO BE IN FRONT OF THE FUTURE LINE LOCATIONS - SEE NOTE 9, SHEET I �� ? ° U ao g Q 1 OF SAN DIEGO PER DEED RECORDED APRIL 11, 1951, POLE ANCHOR AND TREEI(NOTE 8)• - - - - -- °- I FUTURE CURB LI NE �r rw JI DOCUMENT N0. 45753, BOOK 4049, PAGE 197, 0. R. FOR EXIST.IMPROVEMENTS, SEE , EXIST. FH & GV \ CAUTION GA UT � N REMOVE XIST. DWG T. 2889 -3 , SHEET 2 �' EXIS . MH L A K E c� 1 EXISTINAG S R MAIN IST.MH EXISTING WATER M AIN C DI I V E IST.MH �� EXIST. FH & GV SUBD.BDRY. E2 C4 -- -- _ 2 E 24 s — 27 ' 61 ��� -- _ - AS BUILT CAI GI G GAS MAIN N: I PXISTING� - r n _ i° I — �� BILL K, BRAMBLE TTT 23' 6 12' 11' 6 12' 11'6 11' 14' 13' 11'6 ' = _ , TYPE DS GUARD FENCE - 6 13 11 13 11 11 a 50 5' FROM FACE OF D I KE OA TE: T - / 5� - 7(0 1 N c'Fi / Uj LLI M�� W w w 'Lu w w w W w w N w w w w g �� w w W w Jei x ` CnW II I '' <�8 J 2r, 00 m PRIVATE CONTRACT �* F L 235 236 237 w 238 239 240 241 242 243 244 245 I 246 247 248 Ii 249 9 250 323 In z g O W w L,) » ,n + Z W W aS? �_ SHEET COUNTY OF SAN DIEGO d' W O O e N N I� N y 0.' d fn W Ur t - 4 = I I �/—�� IOI 1 ° N I I F. W M m �z W 2 ENGIN ER DEPARTMENT SHEETS C3 + a w �_- CONCRETE ENCASEMENT PER a Z Z +~ W J N N N �, EXISTING POLE &OVERHEAD uj J 4 rn w N I �� ELECTR I CAL & TELEPHONE LINES �- 6 (ST. L.T.) NOTE g L A K E D R I V E N TO BE RELOCATED BY OTHERS ---� k---- 3'(r - -. H.) W a CL m U- L LO J + + CARDIFF PROPERTIES UNIT NO. 4 ! SEWER AGENCY � COUNTY APPROVED CHANGES BENCH MARK Re men For royal Approved CARDIFF SANITATION DISTRICT No. Description Approved by Date Description: I /2" cT FI PIa 6. ADD CONCRETE ENCASEMENT d NOTE 6. ='rS 73 — Subdivision Enq veer � T• County Engrn«r CHANGE TO ADD CONCRETE SE i NOTE Lec�fien: 3/0 IMLMIN DR A SANTA FE DR APPROX C/L OF P28LANWIFNI OF YLOIIR 6 REV.DIKE 6 PVMT,TRANS. d ADD DS WAR 5 /D+73 DR 30 FT S/0 SANTA FE DR 2.5 "E /0 6 FT. CYCLOaF Frurr Engineer of work Checked b r,. APPROVED BY: LtJ U/� iss tl POSTS 6 NOTES AS SHONN. CHANGE SIDEWALK DIMENSION TO 5' A0- Record From: COUNTY OF SAN DIE60 V eTl -11 tum: Bans y/ I 73 DATE Z - /If 73 REY /9th r0 AS eu17J STATUS C,,,,..,",, s -19 -76 Elev: 32a•iL9D Datu;a: u. s. c. A G.s. 6 K /C rR'rC Approval date J /2 - /S -T2 T. AI 2889 -4 ,f1 BRAMB CANR W.CNRISTEMSlAJ RSfA FILE NO. ' `'RECISION PRECISION PREC151niq FE8 1 ' MAY t 5 g , j01 Q� JS77 J. rm 4 1976 MI ILMED MIGROFIL M&D i 1 a rr1 U CL M u o m CM U U u " cU u? ^ > O (,p m D � � U , • w O v •.., ru m 0 0 m `n ^ N ru 330 CYCLONE FENCE. FROM STATION DR A SANTA 15 16 17 v 100' 18° 1 19 20 0 80' V. C . 2 1 22 o rt' r 23 m m OR n- m y 44 3 "AC - 3- I /2 "AC ru -ru COURSE ITEM RADIUS BEARING LENGTH m a °� Z 80' V.C. �o ° �-' .x_80' V.C. - o N M m tM 160 0 60'V.C. °o� uj my > t ^ m C 1 TYPE E CURB 480.00 8 -28 -43 71.03 C) oL Z Cn � \ \y ° o o La r � -M r°, m Q r" ru m r�� w w C 3 N63-51 -SBE 191.96 Q o< t° "+' o °' QG� ° o ° o +o �� QQ - °�' •ter^ o w 32Qrn C 4 SEE NOTE 3 520.100 26 23 -43 239.56 0IU7i °o� �m oU LO 270 O��O��F m rum v ti in rn o< rn o C 5 SEE NOTE 3 589 - 199 7$•00 + n m N m t*�c� ru P� R� -+ MW m ru �C Iri j M 10'AC INVERT ° m N� ^ ° C 6 SEE NOTE 3 30. 90- 0- 0 47.12 m ^ ems ru m mrn < ru to m :'`� ri + c) m C 7 30.00 90 0 0 47 .12 cou Ln r N Nm / l �� c� u7 r ru /�Q0 6 "AC > �. o o GRADE- PLOTTED m rocv r'•' w C 8 N89-44 -19W 78.00 m\ m c ° a LO ru . i • \� to tiro \ *6 �� f m DV o� AT LEFT CURB LIN a C 9 48000 14 - 6 - 118.16 CD ,j O W Cs?i ri .� , ru Y �/ °'m t�f CD 4 ^ o L / < ru ° - w C10 563 -51 -58W 200.36 U, ru m 0 \S o C � FOR CLARITY ^ x p �r r nl N!,''�� /� Ra 260 100' V.C. "' �m °o o"' ° 290 `AO o m u mo n° ,pp0' /• 563- 51-58W 136.82 + Co 6m1 cum GU���R> ���?. v Okra �co plt� c°u ry�� �m m / °0 1 N N m m GR1`� C12 52000 8 -29 -15 77.03 2Ci y� o TYPE E CURB (SEE NOTE ) TOTAL 1072.01 C) ao _ I0 AC ° �� �? C '� ° w 2G -+ ru r o I c� r'' m r^ EX I ST. WAT MA II rn N t` rr T II N ®� 01 z� 6"� n o �O� i ° o ° co: c°o + o m / > I �rnc ^ o .� m „ / ����,,.�� Irl CV ►l) m q C) o C?� o ru e�e< ?) ° m IC ACjINV.f � O � C4 C,4 a o! +z�i v m V� �pS� v ^ _ o o r*r j'� r� M m EXIST. GAS 1 10 IN AC 512•j00 8-29- 0 75.51 v ur �f v ° LO QN ° m ° co r ` - m m � ` 1 U m °- + m'' 250 Q'g6�J`� N woo v� m iyk "�� ,�61• �Q �O�r.�° °� < mu 3� 300 I> r , R.-4 CONNECTION BY SAN r?32 W 3 N63 -51 -58E 231.48 II, I CB R• � '�' + /� m 270 �+\ o m , /` V� m r 0° v to / t o �n m D I E&U I TO WATER ° W 4 4$8.00 7-41-11 65.47 L6 ,� ru �� r „ ru -4 + m DISTRICT- SEE W 5 488.00 18 -42 -32 159.35 W 7, r` N r" - r t l �v �Q/ ,� o .� rmi� j No N •\ NOTE 9, SHEET I a I W 6 S89-44-19E 1 52. 0 0 - o fl'-' +m .•i CND` . m CD m .���. �� t.r7 00 CU - m �+.� J' + F Cn } mo o U r!' tP t1`I� vo f " r�P�\P��� m ( ���1�+ ,. o�'� EXIST. SEWER -� ` 10 IN AC TOTAL ®684.11 240 CY �'+ m �Uj m N 1 �OF• m cD I/ m 290 4� 290 m �R DWG.T.M. 2889 -3, SHEET 3 4 @ 11.78' w O`t (0 ru // ,i GR f�\ 0 260 270 Lott "' - �\�� u '�p ^ °m = 47.12' >- S 2 50000 6 16 39 54.78 S 1 BIN VC N63-51-58E 242-48 C9 + Lni 10 AC AT ; u TYPE B CR `� y� , , m �* 30 RCP AT LT.CB. q 61 d LO N SEWER / LP U ° C jd �9 fn K BEDDING ^ �ru m 330 8 IN VC TOTAL 297.26 CV cD CV tnl CV �' N > y ti• o m Lj h �/ LA N ®,�6' 0 CONCRETE ENCASE---.) _ l o N O / ®N (8'VC) v "'° `' w2�8 IN AC N63 5158E 204.05 r o O O n/ in to N ! � MENT 3' EACH S I DE OF 2 ,� m �O r` �'�� / o m `� w + _326 8 I N AC TOTAL 204.05 1 I cv CTR. OF 10"AC ® , >?i o `� ' / o ° r i ,r, -2W,r 0963 In N /�- �XISTI►� GRa1HD ,� N o ti 270 .0 260 m .�6 / o W 5 (1 �� 3001 300 ^ v CENTERLINE DATA DELTA GR. INE AT CTR. w Of .4 6 <- o ; / O1 ^ m FROM TO OR CENTERL \V O w 1- s'v .►N , '�' / EX I ST I NG GROUND T r�i + ^ rte-. � = In I m 00W 1 /� LINE AT CTR. r°u cwn'o c� o N v m ru m m m N 322 STATION STATION RADIUS BEARING LENGTH N �I o .,< C� / °m o \f + o N N m 17 +57.52 20+ 0.00 •00 N63 -51 -58E 242.48 CI \ 1610 VC ° L) w4 rmu �� ��j�'� ° m ^ °° r o M m m 20+ 0.00 20 +54.7$ 50)-00 6 -16 -39 54.78 En Lr) ru 240 'x@ OBI ���/ Cn o - m • ENO- r� i ti Cn o t\ 290 C; jOA 290 m Y 14 +89.44 15 +64.47 50 .00 8 -35 -52 75.03 rn N �' co LD ED 260 270 VG ru m a 15 +64.47 17 +57.52 rn cr o °� N63 -51 -58E 1 93.05 �\ Q? O Lf i In ^ 5°< cmo N ti v \ c0 ru OF e� rQ ,� ti o En .' .00 � G m � o w a0 d r in �' M o n' c o » E Z ru fy (� °� mm m AT CTR. 1 N LO i cv w ,^ m 245 G(t� c ti U � '� rn «' Ln t<? to in c`;/ c" ua �n r ru m o �.y, o l �VER ��0`r' m ry r u �o \308 L v Q CLI C 4 CV / -� ru o V _ m M C3 C3 250 0.9 0 C; q� 260 0 ro o c > 80' V. ^ m °_ r° U V. RIGHT oL '$ - .�.� o °' w 304_ m m O N PROFILE OF W0ODGROVE DRIVE M LO N ° v � O m - uI c:, r " ru C41 N V °'`r S a 304 c r" °o N w S C A E I n QQ W ', Cr l� / m 80' V.C. / •,jM m o V, U � u U - - HORZ.: I " =40' r Q J > m etJ ru C3 VERT.: I "_ $' 240 LO try m 1�0 VC 60' V.C. 100' V.C. 270 100'V.0 m f N mr" r� m - a N m z ti > = NOTES: 30 "RCP AT it .a r g; u i CL , Z RIGHT CURB Q I- m ^ 3 "" ^ 2 g ® I . DEL f TED �j UUU m cD ru a r o C A D F o m v o ru w a R l F -+ L) N- wsc� Dn - o PROPERT l ru Oar �3 sk > w z LoLD °• 3 $ Z� f S U N / T c� f` ti W N 2. GRADING, DITCHES, CONCRET BUFFER & ROCK SLOPE PROTECTION ` u°i W ? 1NTER_fSE pRIVE N D ' 3 ~2 r 3. CURB C6 RE SHOWN FOR REFERENCE ONLY. a � .o m m � = 78 D L O ERER` "LAKE ��1 A P N 0 ���' �` or l y 296 294 i 6 c , W 1 +00.00 W � + r ' g g o�c1 FO R EXISTING IMPRpVQ4ENTS W g SEE DWG. PER TM -28g9 3, SHEtT 3 309 In ln C-) w o W I­_ N 97 - -- C1f i STIST /NG °/C8 PC 4 m W U 295' - _-- � REST L T 4 / a I S� ti m a `" CB PC o / 5 5 EXISTING PAVEMENT PER B SHT ° ° ° y "= �( _ 2 x rn In 28893 � , p � c6 I �o ® C9 . ; � E ce FOR STOP DRAIN � N 310 _ O GV Y E SEE - X51 I9 : :::: 00 AS BUILT � � � .•-' � CB PC I I •a 266 `� ° / ~ BIL K. f3RR OBD.8DRY • - C2 ' ":.. 2 1 " V v o M a �� DA E; / -�� -76 OGR �E „ GV oW � � h ac» a m M., �W Y �P 6„ 267 J _� a �` \ M �0 LU U � -cc w U MEN c0 / STREET COfUT /HUES 1 U r� o s n ° 293 v Z°s � LLJ w ° 26\ ` S CB pC 23 +7p SEE U Al i T G . T. M 2 889 -(o - C > �0 1 CB PC °� v, � \� W co ' 1 2 f _ L V E E DR/ ti DRl PE yE of W I I F Cl2 m ( 1 J 236 PRIVATE CONTRACT v w m W ) : N 292 Cpl / /NG o I 1 31 I LU f- F IL6' OF CONCRETE ENCASEMENT 3' C9U4g O F 6 S 0 RD4D I\ i \ SHEET COUTY =SM19TS 11 d '� U W ON EACH SIDE OF CTR. OF 10 "AC BOQ/� ll / qN D /ECpEgSNT m U ti ENGINEER DEPARTMENT ' T5 �N 1� I� + N OF SAN DIEGO w,L F �- J ° v H v, 9g/ PE 323 $' - O w � � ro AS sUllr sTArus QG... -+ 5: GE /gj NT NO RECp ti " L6 CL \ m w ,+ ,�, C/) COUNTY APPROVED CHANGES D ' R X53, ED =�°� W 0 0 D G R 0 V E D R I V E W ~w 3 O m NO � � h ADD CONCRETE ENCASEMENT. CARDIFF PROPERTIES UNIT N0. 4 DESCRIPTION APPROVED BY DATE MAY 0 1 197 3� F- C 2 f> 3 z �1 =� A SEWER AGENCY ® WATER AGmisicY CHANGE SIDEWALK DIMENSION TO 5' 0 -237 f - C DELETED STREET LIGHT STA. 19 +10. 3'21 �� BENCH MARK CARDIFF SANITATION DISTRICT SAN DIEGUITO WATER DISTRICT aiy. 91w. GRAg ec7wrsm MN 2's , F Ne�omm for Approved Description: I/2" gTEEL PIN ` / /// 4 CHANGE W2 FROM 10 AC TO 8 "AC; CHP.NGE W2 FROM 10 "AC TO 8 A 1•'73 - CHANGE 10 GVT08'GV •ADO Z' Subdivision Engin er tT• County Enginwr i- fl�.�•,t HANGE 10 "GV TO 8 "GV ANDCHANGt • Location: 3/0 6ALOIIR FE DR APPROK C/L OF PROlDNGATION IF RALtlltlt J1vi . m CHANGE TO ADD CONCRETE ENCASEMENT. WA - MR C TER MAIN GRADE' TION WTERAG A•ENCYCHANGE DR 30 FT 8 0 SANTA FE DR 2.5 "E /O 6 FT •• �YI� ' A / 14 +89.44 To STATION 16+90.00 R 3E y RIE IS MAIN GRA DE Record From: / Engineer of work Checked b ' COUNTY OF SAN DIEGO VERTICAL CONTROL WX 'dl,'! ' tgi3 SCALE:. / 1 " =40' FROM lri +90.00; - /D- T.M. 2889 -4 y14 APPROVED BY: rte[/ �'� Approval dctc MICROFJLM&D DATE -/1-73 p �� B ,7 sTAS.1 a4 o`ia +�o.00� 2-1-73 ELF: 32e.�►3o D a t um: U.S.C. usc A G. G R c.E M. CHRIST NiEH ASSOCIATES A- FILE NO. , pRf?eCI8fON • ' i ,972 pMON lUL 0 1 1974 Il M: aKe'1 FEB 22 1913 M�cKC nnlcaC ILh1LU I1111�lIfilhL,pyp 0 c , I I AT 16.5727' = 182; 30' 2 L 3 4 AT 2 AT 5 OR 2 AT 12.42'_° CL a ma -2 AT 12.42' m m 13.745' 12.45' COURSE ITEM RADIUS BEARING LENGTH = 24.84' ,� m o u u a m W N m = 24.84' ^ LU 27.48 =24.90 v Ln Ln U ru L) C 1 TYPE E CURB 3 - 00 47-25 -54 24.84 Cj_ ® / Ln v o ru "' Q, o ° ° o Q, "' ru o Q „, ru I- > C 2 3 .00 274 -51 -47 182.30 SEE NOTE 4 `° m Cn ru �,. CL u �; CU m m m Lc m Z o C 3 3 .00 47 - 25 - 54 24.84 M Lo ti N CO Lo 270 C 4 S 7 -20- 6E 132.26 / L ruu r'' ti a N �"' ru ru \ m v g m C 5 284.00 8 - - 43.41 > \_ Ln LP J q Lo C 8 316.00 11 -26 -40 63.12 1 '562; C LID m o CO m C L L C 9 N 7 -20- 6W 132.26 ° APPROXIMATE SEE NOTE 3 / Z 1 B GR ^p E CO L R �, Lo "' LEFT CURB' Y FINISHED GRADE LINE f o \ ru ru Lo ru TYPE E CURB TOTAL 603.03 STREET GRADE OVER WATER MAIN 1 L- OVER WATER l o > - v + 265 m a C 6 6 IN TYPE E CURB 30.00 1 00- 82 -38 -44 4 3.2 8 7 3 J APPROXIMATE r+ N cy / g _ N \ c� FINISHED - / ' Co APPfmXII�gTE� 3 / o o ti w � ^ 100 , V.C. GRADE 6 IN TYPE E CURB TOTAL 95.65 / LINE \ STREET GRADE E4NISHED GRADE o - _ ® o m _1 EXISTING GROUND LINE --+� OVER SEVY'ER LINE OVER SEWER M o N N N N _ m o L r --� MAiIN rn � r � ti � m � AT CTR. � t � > SEE NOTE 2�W 1 10 IN AC ® S 13 -2G r _ E 252.90 ILD ggE 270 `c� N 15' 6I' �0 / ru u `" C 3 `` v W 2 S64 -34- OW 92 .I 6 `� / F� \ o \gym �,o N d' - 'z W 3 S17- 39 -54W 19.53 `�'� m '+ o w W 4 S 7 -20- 6E 276.52 10 10'10' 10' / 24' j ` o GR�1pE Lo LoLD Cn m Lo CD W 5 286.00 13 -49- 5 69.46 C EXi ST. 10 "AC `° (-U\ u\ N ru L�'n ru Lo vm o I� I I.E,269.3 Q \ 0 3 Ji W 6 521- 9 -11E 4 2.88 I . 10' :T ° �° m� "' ,�� 10 IN AC TOTAL 753.45 265 \ / � \ ,�, N W 265 I \ / EXISTING GROUND LINE ' o' ���� =A.0 IN \ `c / i >- S 1 8 IN VC S13 BE 149.74 A ERT � \ �o -fu ® ° 6 1 20 5E 298.12 0 Lo o' GQ 10 10' 10' o ' 80' S 3 S -�� ENTERLINE / S 4 300.00 13 -49- 5 72.35 LU GRADE > S 5 S21- 9 -11E 31.88 W ® S S2 ? -I5 32E 'Lj N ® j, 0 260 260 B IN VC AL ® 3. \m o s I ^ \ 3 U .1 ® ® ^ ; \ �IQ "AC CENTERLINE DATA DELTA ® ® 402.35' OF 255 `'' 8 "VC @ 0.400% � � FROM TO OR \ 2 Q� - / / 3 ® 149.74' OF 8 "VC @ 0.400% 8 102.10' OF 11 @ 0.400% I - \ �, 255 STATION STATION RADIUS BEARING LENGTH / `' 109.30' OF 8 "VC @ 0 - INVERT SRAOE-TYPICAL ` ® $; 2 +13.39 3{95.73 0.00 S 7 -20 6E 182.34 w ce. 4 3 +95.7 4 +68.08 300.00 13 -49- 5 72.35 d rn d ° 4 +68.08 5+ 0.00 0.00 S20-19-13E 31.92 INVERT GRADE- TYPICAL LO C) rn o L Ln N LO r N Lrj W ? � w N . � + N N W N , - > 250 L4 Z: o U') ® ® a W N N .4 W W N \\ N Uj M� -R ® ` '1 563010 GRADE PROFILE OF B CANYON TERRAC 8 "VC TYPE B CRUSHED ROCK ES ° + cro r S C A L E z � pROP +�^ L° `+ 3 AT 14.4234% Ln .. CJO v) pIFF N 0. m v I = 43.27' 265 HOR .. I " =40' `w z \ D DNi 5 4 �V i° ^ VERI.: I "= 4' La ° LO AP NO 2 3 Z ru L ti v coo NOTES: aN 448 \ 1 M L 0 I a� O ma N LD ru v o I. DELL rED L� N I ry \ 451 1 - � �� w ruU m Cn r '' ru >o r m 454 453 PER CEP o $N EASWEN J- °j " RIGHT CURB �o N 1 Wp�ER 2 74, o \ o ^ _ M AIN. �REpCgRDED F % ' � ^ L L �„ 2. FOR WATER MAIN COURSE Wi, W2 AND W3 USE CLASS 200 r) n / !F9 I¢, O.R� pNGIE p01N ® vi m J Lo ru EXISTING IMPROVFNIENTSQ1 w \� =- a r o "' "' L' m D 4 AND .F LID 3• PROVIDE 3' TO 5' OF COVER OVER THE TOP Of THE IO "AC WATER PER DWG T M 2889 7 ' _ 5 8 1 �, Lo v g 9 SEE GRADING PERMIT L TER SHEET 3, FOR GRADING IN AREA O + cJi �, ti D WATER BETWEEN BIG CANYON TERRACE SHEET 3 r 3�' o, m °�' " ru co OUTfALL SEWER AN ��� OD WDOULAKE DRIVE. �8 zw 300 p[ v ? In °� v LD - - -- - I zz Cr F N + J + ru 11 J - 9 �` 0 2„pIRV xw 301 W w I 299 298 297 296 L) 295 '1 d, 5 +1 0 99 �I °- t oT F� / �n w C; 3- N , W CD 5 8 1 ti� ® ASEMEN 1 \ 9 6 N m w I w 0 n W w w �z ;: , 61191 ff bb N W I F,� 442 4A6 \ LATERAL -� L FH '�' o M'� „GN Y T W N �A / 438 0' a a l 4 4T \ \ 302 j 6 11' 6 - 6 12' 11' 6 6 15 L� O w6 OLD CREEK COUR EpSENN PIE ®Q�1 Q \ \ �n C 8 "VC SEE SHEET 5 :+t, 3 :..: C4 C5 N5 q.�f Lb \ C 10 S ORpED R1 w I _ c562 as PEED19 / 3 W4 3 iaa N 54 'S SECTION 1 F/P ANGLEp01N�S C - R ACE t` N W1� F 1 -- - - -- MIN. $ G I ' CANYON- TER CTR. INTER N N O ` ' C9. I 5 + 00.00 �- TERRACE AS SU I L T o a v 5 MIN. S:•.� 6... v 17 +57.52 WOODGROVE DRIVE 11 ' , a 5 +00.00 OLD CREEK COURT ° o o o °. SE E NOTE 4 o� ,� 12' ' 6 12 9 P SIL K. BRAMBLE \ f . J - -o w D Co _ _ W� ��Q 6 1 , 3 ` a Q -w w w W 19 DRT: h ��F`� W 6 1 C-; 310 v a �N S �� o 303 I w Lq 306 307 308 309 ° \ 0- 305N w C0 PRIMATE CONTRACT 304 SHEET COUNTY OF SAN DIEGO 4 ENGINEER DEPARTMENT =SHEETS BIG CANYON TERRACE 0UTFALL SEWIER AND WATER CARDIFF PROPEIRTIES UNIT NO. 4 COUNTY APPROVED CHANGES No. Description Approved by Date Z • BENCH MARK pp Recommended for A val Ap Description: 1/2" STEEL PIN (/�//J CHANGE 10 "AC TO 8 "AC & 10"GV TO B "GV. �S-1 ubdivieion Engineer � �$$�': / County Engineer CHANGE SIDEWALK DIMENSION TO 5' l0," Location: S/0 BALOUR DR A SANTA FE DR APPROX C/L OF PROLONGATION OF BALOUR DR 30 FT S/0 SANTA FE DR 2.5 "E /O 6 FT CYCLONE FENCE. Engineer of work Checked b REVISED SEWER & WATER GRADES & ALIG '' Record From: COUNTY OF SAN DIEGO VERTICAL CONTROL BOOK LENT & RESPECTIVE BASEMENTS FINISH / Approval date GRADE AND ADDED MN1�9. NOTE ,MAPS & Elev: 328.430 Datum: U.S.C. & G.S. EFERENCES W DRAWING RATER & SEWER B E t. C. E. 810 I2'I16 '72 T.AI 2889 - 4 A REVISED rD AS BUILr srnrus � 5_/� ?� EASEMENTS DOC.NO.& DATE. c ARIE W. HRI T A SSOCIA11S A-6249-4 FILE NO. F EGI 310N aREt;ISIOry r'Mtt aal; F E �'JL 0 1 19t, FE8 22 1073 MICROFILMEID MICROFILMjU, i ULLtA 5 18.90' 6 7 8 2 AT 11 .805' N 9 10 OR II 1� = 23.61' , 11 AT 16.291 --2 = 179.20' = 23.61' AT 11.805 COURSE ITEM RA IUS BEARING LENGTH = 22.65' ,,, ,� C 1 6 IN TYPE E CURB 3 •00 79 -21 -28 41.55 CL m C 9 3 - 00 104 -46 -32 54•BG Ln CL CL ?' r, LD S o + ca 6 IN TYPE E CURB TOTAL 96.41 m ° o m m ,a Q r'•' ° M '" �* `° 270 270 > � m °" ^ m ) r rr, m � L„ Ln La C3 J u1 CO co co L; `RLo w LO LID LO c`DO ra LO 2 TYPE E CURB 310.00 12 -50 -46 71.30 I� rD -4 ru N CZ.1 rU ru ru ru C1J CL tLJ ru ru ru ru ru C1.1 [ _ � m C 3 5 2- 38 -44E 256.98 LEFT CURB IN ;°, - N Cu 0.500 ° ti t8 GRADE C 5 3Q•00 270 -11 -54 179.20 LEFT CURB C 4 3C� •00 45- 5 -57 23.61 C 6 3 •00 45- 5 -57 23.61 265 c.> ! 265 C 7 N 2- 38 -44W 256.98 Lu r, n C 8 2 8.00 8 -42-46 42.88 TYPE E CURB TOTAL 854.56 c � R �i 00 0 100' V.C. w - XZ 6 "AC INVERT GRADE 260 c o �` 6 "AC PLOTTED AT LEFT ClR6 40' V.C. 260 W 1 6 IN AC 521- 9 -ilE 0.82 10 "AC- o ru co + w 3 31 •00 S -38 -44E 305.15 o CU CD 1, rD Lo M o coo -� -4 6 IN AC TOTAL 406.75 m rn � LID ^ `" N 00 - CENTERLINE S to 1n M "' v � LC � \ 0.5 ° 4 c s• GRADE�� �� �� S 1 8 IN VC S21- 9 -11E 11.82 265 � v r" ti ti N ' �� '- -s 265 Q�1 S 2 30(•00 18 -30 -27 96.9'1 cD / �� S 3 S 2 -38 -44E 27 3.00 ti ° ti N 8 IN VC TOTAL 473• CENTERLINE �� ` ✓� <EXISTING GROUND LINE AT CTR. o W LO 10 o CENTERLINE DATA DELTA zso o ® ^ 3 l •� N / 2 60 8 "AC AT SEWER om 272.15' OF 8" VC AT 0 s 4 FROM TO OR + 1n STATION STATION RIOIUS BEARING LENGTH pF e1'VC / 5+ 0.00 5 +11.79 0r00 523- 24 -27E 11.79 108 73' A'f 0.469° \ G O 5 +11.79 6+ 8.70 300.00 18 -30 -27 96.90 INVERT GRAD - TYPICAL 0.500' CB GRADE _ °' RIGHT CURB 6+ 8.70 9 +13.85 0.00 S 2 -38 -44E 305.15 r � 255 c o / _ _ N 2s5 L� 6' OF CONCRETE ENCASEMENTJti ,n cqw� \ � 3' ON EACH SIDE OF CTR. q-r_ Do OF 8 "AC N + v 4 m ti ao rD O }}D ClJ 14 Ln r � 7 CL In CEO ru \ M "' u; 260 RIGHT `?' `D CO + rn qW ED [D rr CL ru t o C� qW m w ru co m ti U PROFILE OF OLD CREEK COURT > o rul 4 o LD LO CL M CD ru rr) La U S A + W HORZ..: I ' =40' C71 Ln 255 4 AT 13.715' VERT.: I "= 4' = 54.86' oc� M + U I I U 0;0 <- - a " SCALE: I " =40' I `? w � z J J O U J °tf $Ut m C7 u! Zg "' 283 v6 � 292 N 291 290 289 2B8 287 286 285 EL rn rp 293 m w w W w I w w w w m `� a e LO o U 28Y 281 2 \\ 0 3 6 8' It' 12' i 2' 12' + 0 w \ C" ize \NSERSECj \� \ V E �� c .• C2 C3 L q S:. CSR Op 0� p pGRpVE pR ERRPCE o w r bo w3 •.: , o A5 BUILT \ 52 a G CgklolA „oV 2 s 3 I S3 4 �s 323 +O a x S p \ a 2 C8 t t r R?i f o MIN. I 322 6 7 - ` BILL L 1 - �MQLE 1 . 6 DATE. / - Ig - X76 WIG CA SHEES u a „ VC �,) R `� 8 W ii' 12' 11' 12' 1' li,..• ' `� �' y SEE , , co M � to 9� a , w 2 " w it w w w w w W w m_ a' 1 0 o I C11) OF CONCRE� CN S1pE Fy n `ALL 311 `° °_} 312 313 314 315 0 w 320 32t Ep + 316 J 317 "r� PRIVATE CONTRACT 05 ©DNS OF S" pC 2 O �' -es 318 o rn o CTR • a i x m F Y SHEET 8 \\ c9 h 4 a COUN Y OF SAN DIEGO Or \\ U-1 ro 319 = 5 SHEETS ENGIN ER DEPARTMENT N o_ 00 0 L D C R E E K C 0 U R T 00 00 __j CARDIFF PROP RTIES UNIT NO. 4 SEWER AGENCY COUNTY APPROVED CHANGES BENCH MARK No. Description Approved Ity Data 1/2" STEEL PIN R ?a for A royal Appro d CARDIFF SANITATION DISTRICT sdr D escripti o n: 9 ADD CONCRETE ENCASEMENT. S r. Count En 26 over y En , Inver ,- 73 Location: S/0 GALOIM DR i SANTA FE DR APPRO CAL OF PROLONGATION OF GALpIR m CHANGE TO ADD CONCRETE ENNNCCASEMEENNTT& NOTE 6. CHANGE 10 "AC TO 8 "AC A 10 "GV TO 8 "GV. - ae' DR SOFT S/O SANTA FE DR 2.6 IN E/0 6 FT CYCLONE FENCE. Engineer of work Checked APPROVED BY: PN ✓ /�A -GsLC� CHANGE SIDEWALK DIMENSION TO 5 �� Record From . COUNTY OF SAN DIEGO VERTICAL CONTROL BOOK y/ REV. %W GRACIE bOWEGtJ NH's 2 t3 G• 0+ � • Approval dare J a DATE ? -/¢ -73 REV ISED TO AS fdUlLr STRJUS (j�iru.. 6 "/9 ?� Elw: G26uaG Daum: U.S.C. u.s.c. a G.S. R,C E. /.Z-/ � - I 2T•µ 2889 -4 CHAR Foli3 FILE NO. PRECISION PRECISION tu151Gn 1 ; 972 FEB 22 1973 1, 1? i 1 ;7 leImcFamm MIGROF"jjU (VI I CROF1LMED U CL 4 @ 12.0425' 305 = OR > /� 3 4 5 6 COURSE ITEM RADIUS BEARING LENGTH LEFT CURB � -4 2 EXISTING LINE AT CTR. GROUND C 1 6 IN TYPE E CURB 30.00 91 -59 -45 48.17 ,,, , $cn m � C 9 30.00 101 -52 -50 53.34 .-I e-I v CnL O o CD w/ 60' V.C. 6 IN TYPE E CURB TOTAL 101.51 pry ru �' 300 o, m �+ O W v 2 @ II @ 16.291' = 179.20' Cn / "1 o a 11.805 C 2 TYPE E CURB 318 00 16 -13 -36 90.06 CD Q, co ^ C; o I ca 23 =23.61 C 3 C D ` 89 5 0- 23 -7w 401•!8 89.60' C 4 30 00 45- 5-557 23.61 M n1 C �, ^ C 5 38 00 270 -11 -55 179.20 c� a " Cn m U x v U C 6 30 00 45- 5 -58 23.61 ` $ ° Cg 'W `4 m , a ! ° 295 C 7 N 0- 2 3 -17E 401.88 '' m "' + > 1 957 1G m m ti � c C 8 282 00 14 -38 -29 72.06 W BADE ru m ru o + K3 ru ru ru , m m r , " m m r, CM L TYPE E CURB TOTAL 1192.30 00 0 0 a � 6 AC 1 NV ' 0 905'/. ° ° o '� ca co 0 Cl ° o� CD ru � UNDER LEA CURB ru C �A� r ru ti ° m m it; m m m N " ru ru w 1 6 IN AC S19- 51 -23E 15.95 ru cu -I -4. RB ni r, m ,� / ��� - \, - " 290 W 3 312 00 5 23 -17w 450.04 300 <f �� + _ > �, �^ Ii �w _` + -� 6 IN AC TOTAL 576.23 ru ru ru Cn co CENTERLINE - /+�'-"" - S 1 8 IN VC S19 -51 -23E 28.09 w as Ln U 07 \� O 295 10 2 S 3 300.00 2 0-14-41 106-00 350.00 295 z -1 •° - m o °m Ln I S 0- 23 -17W 100.04 95795) =0E m �' " ru W S 4 8 IN VC TOTAL 4.1 p = " N ru O 1 Ip ° a 10 "AC AT SEWER ��" o - GRAD � t CENTERLINE DATA DELTA 60' V.C. / 290 ~ FROM TO OR STATION STATION RADIUS BEARING LENGTH 1+ 0.00 1 +28.09 0.00 S19 -51 -23E 28.09 1 +28.09 2 +34.09 300 - 00 20 -14 -41 106.00 �' 2 +34.09 6 +84.14 0.00 S 0- 23 -17W 450.04 O Ty 1 Q CRUSHE ROCK BEDDING 285 u m M m � ti O C ° W IOO.C4' OF 8 " VC @ 0. 4003°'a,� ° o m v `�' 350 .00' OF 8" VC AT 0 -400% 7 - CD ru W 134.09' OF 81 r VE m cn �O + r, m AT 0 - u? PIC ru 2 INVERT GRAD - TYAL 6 m PROFILE OF LOWER LAKE COURT Lr ru O 1 4 r\ O " "' o SCALE °m m ti HOR .. 1 " =40' ru "' LO VER .. I"= 4' Lo 3 Y 295 N - 1• S7; 9 295 rL " - Ln ,� r� O1 rn RIGHT CURB m c m m Ln 290 v o Cn m N rn c ° 290 x LIJ CL CD Ln -4 U '-' m ru m + -1 LO 8 m 4@ 13.335' ru o ru r c.� ~ 00 W ~ . I v c 60' V.C. I � 18 "RCP T ° Ln m m y U W U rfi OfMU U III IpW y at +. r II Li fn n ° m 0 m m 1_: a Io . rn 252 cl- J J M 254 I n 265 264 263 262 TTI 260 T TiI � 258 257 256 + 255 ;]5 w I M > o $ 266' (I i 251 w ° w w w w ' L6 _� m 6 16 � w 1 + In m N a t i' 11' 11 l 11 11 11' 11 11' 11 1\ 7 �' :• 8 2 12 E3 CA N ' FOR STORM DRAIN, SEE SHEET 8 C2 w2 LONER LAKE RT - - 323 '- �\ o� 52 6 _ S3 7 - I _ rl�p a ° AS BUILT Cc. - "� CTR.CUI - -SAC &PLUG " � y= �'a^• -`�� d c \D o V. CB p „ .C6 I / I BILL M , BRAMBLE ° \� 5 ' H 23' il' It 13'11 IT 12'11 13'11 �� d o DATE: /- i'f - '76 4 CTR. INTERSECTION a �'� 2E ® 1 280 Z 1+00.00 LOWER LAKE COURT �\ v o; , w w w w w w w w 1' 6 a 20+54.78 WOODGROVE DR I VE \�\ r ' 1 °a ` x 267 U' 268 269 270 271 272 J 273 274 275 276 277 W + � PRIVATE CONTRACT to aOPr�� > \ " 279 SHEET COUNTY OF SAN DIEGO 278 8 O♦ � 6 ENGIN ER DEPARTMENT SHEETS L O W E R L A K E C 0 U R T O CARDIFF PROPERTIES UNIT NO.. 4 COUNTY APPROVED CHANGES BENCH MARK Ne• Description A pproved by Data I n mfor A royal Apd Description: �2 STEEL PIM M/f1, 1" =40' I CHANGE SIDEWALK DIMENSION TO 5' PWO - 71 Subdl vleion En Ineer s9� County EMI ^� SCALE: REVISED To AS QUILT STRTUS Q� w =/9 -7(e Location: SID IALOU! DR S. SANTA FE DR APPROX CIL OF PROLONGATION OF SALOUIt e DR An FT S/0 SW A FE pg 251N E/0 8 FT CYCLE FETE. Engineer of work Chacksd b r y 4 Record From: COUNTY OF SAN DIEGO VERTICAL CONTROL ROOK 399.µ3D Datum: K R App oM T. AL U.S.C. SG.S. /d:^ t4' 72 AL 2 - r 1973 CH ARLES W. CNI13TENKN S I TES - 6242 -4 FILE NO. i+4 i PREL!'ION FF 910N a s: D 7 1972 NUCROFILMED P {WRO i, *PERFECT PROFILE PLATE A EUGENE DIETZGEN CO. COURSE ITEM RADIUS DELTA OR LENGTH ° BEARING LU � --- ---------- - -- -IN -- ------ - - - - -- --- S42_54_52E - - - -- 27_5 48 IN RCP T- -- CTAL 27,'59 1l1 LU w D 5 30 IN RCP S30 -48- I I E 1 32.15 W----- ' ------------------ � - - - - - - oM 1°11 _, 30 IN RCP (SEE NOTE) TOTAL 132.15 w o LU 6 D 2 18 IN RCP S79- 13 -47E 113.59 z > o g ,- LIJ FINISHED, 3 J J D 3 N63- 51 -b8E 380.Od ° GRADE LINE U?m D 4 N63- 51 -58E 27.75 ---- - - - - -- ---------- - - - - -- ------------------------ 18 IN RCP (SEE NOTE) TOTAL 441.34 z> 245 . w m I o "AC --'o / LU O ((�Q CU U_ MLU LIJ _j W O J C7 -cc 4 J W 3 255 v 235 V � Cl- w I 290 O� EXISTING GROUND LINE OF 3 L 0 vc C4 � 18 "RCP PER T.M. 2889-3, FINISHED Q Ab 0/ 4 1 SHEET 4, BONDED FOR BUT NOT GRADE LINE (D 4 ° J \ oG2P� F Q CONSTRUCTED aS OF JULY 18, 1972 245 0 ° 225 N U r N ``' IL-) ~ 8 Z w 04 M N N V) - m - CL C 8 12 l D_ N LU o m� 8 w �� 3 o u j Rv Do ,o — N U-Cn 6 g 5-cc OD DC D5 - 1350 -D I— U) � - Cn - 6 -Q 3 �" � 0 GP� U O U � �N. �� t —I 270 o 2 � w 235 00 bi iP��, W " D4 w F->- a W P� C) � N joF — _ , V) - 1350 -D u) ri : LU >w 0 o �Tj�, Q FINISHED GRADE LINE �.�PO gIxRN LIJ 225 °' ,r - <-EX 1 ST I NG �l 260 _ / 00 G� 260 N �", GROUND LINE - A boo / 10 "AC-1 u CL a �j U j W 1-01 8 "VC _,4 N V R J � y EXIST. tS r= ( ° I J' GROUND L I N is ru v C ; , CU / �3� R c� �J ni �.tv J D2 " O LP 215 M g o CU , 1350 -D 250 �� QG g - P F OE PROFILE OF STORM DRAIN U) 11 1i L motr 100 Q� GQP CiI - ► �, 10 20'V C J' LU SCAL E Y Y 1350 -D Q F�, o 0 ° HORZ_: I " =40' v *E v 6' R ' \ tiE ;3 CA 240 �w D3 - 1350 D VERT.: I "= 8' �aa \pV \� \ rz NOTES: 2 22' I 1 I Lo LU v I S REFERENCE ONLY CENTERLINE STATIONING AND I S \ - zt 2. FOR PIPE DIAMETERS EQUAL TO OR LESS THAN 36" INSIDEIDIAMETER, I --r ASBESTOS CEMENT PIPE (A.C.P.) MAY BE USED IN LIEU 0 I- REINFORCED CONCRETE PIPE (R.C.P.) FOR STORM DRAIN . O \ \ 1 1 S w 1 ' L 0 j SYSTEMS. ASBESTOS CEMENT PIPE AS USED FOR STORM DR IN � ` \ \ \ �t\� ( 1 Q - 2 3 4 LO 309 � SYSTEMS SHALL BE JOHNS - MANVILLE TRANS ITE STOFAI DRAIN of - \ (Rp \ LLI ri j OR EQUAL AND SHALL HAVE THE FOLLOWING PIPE STRENGTH$: °) �� �� 0 I a 1 � Z 296 H a C 4 R D l F F p RCP PIPE STRENGTH EQUIVALENT ACP PIPE STRENGTH ° \ \ lE Ce I— . w R 0 P PIPE A T B 0 X \ I � w = w I °z E R T/ E S 1350 -D 2000 -D ('CLASS III ) \ L` p 6 1 aQ w w �' F- �- v I U N / T 3. TYPE C CLEANOUT SHALL BE PER STD. DWG. 102 -1 EXCEPT THAT DETAIL I �\ 3 \_� N= - z M "Y" DIMENSION SHALL BE MODIFIED TO BE 7.5' IN LIEU F 6'. NOT TO SCALE G\��( E CD w w 294 8 j q p N N p w 4. TOP OF CLEANOUT FRAMEI AND COVER SHALL BE SET AT FINISHED v S +' w �o N w � `" PAVEMENT GRADE. 101 310 U C-) -� 295 W IYi Cc I � EXISTING 18 RCP PER T.M. 4 N - N 2889 -3, SHEET DRAINAGE EASEMENT TO SAN DIEGO— u� = _ -- - — - SEE SHEET 3 FOR _ COUNTY FLOOD CONTfdDL DISTRICT �_ TYPE A CLEANOU " _ EX . / MP 0 2 — 8 VC 2C 5 SEE DWG. P R T . NTS F, P NO. 290128 DATE 0CT.30. 19 72 — — — Is S E E SHEET 3 $ I �' D R I V E S�� BDRY. WQOD6ROV M9 -3 .3 2� Is 10 " AC WOODGRO 10 AC URIV �Hr r-y-1 Q U tO I > (2' EASEMENTNAG� ` a CO 12' L do / 1 293 Q LO 293 ,, A 5 BUILT � 1 �a EE AIL 246 `w' 31 1 w / R 266 . 8 �� IFIED TYPE J l Q y INLET- SEE ` BILL K. RAM[�LE ° / DETAIL BELOW haw w 323 = GATE; / 'f' Lod <n 292 (11) o W Cl) �' -- GRASS -LINED CHANNEL WITH LOW -FLOW DITCH. SEE SHEET 5 OF GRADING PLAN FOR DETAIL. 3 - #4 GALVANIZED STEEL RE 9" TIE I O TO BOX STEEL C� PRIVATE CONTRACT - OPENING ON WILY 245 °- _ _ & E' LY SIDES SHEET COUNT OF SAN DIEGO =SHEETS ENGINE R DEPARTMENT 3.0 S T O R M D R A I N FOR DETAILS, SEE L' STD. DWG. 106 -I C� CARDIFF PROPERTIES UNIT NO_ 4 3p "RCP COUNTY APPROVED CHANGES BENCH MARK / No, Description Approved by Date 12" STEEL PIN ec mm•nd for A 'ova App d Description: I ^ly \ l Rey/SEo ro RS GUILT 5TATU5 �� s =(9-16 Subdivision Engin er SS T. County Engineer Location:S / 0 BALOUR DR 8 SANTA FE DR APPROX CIL OF PROLONGATION OF BA LOUR � SCALE: / 1 " =40' MODI EIED J INLET DETAIL DR 30 FT S/O SANTA FE OR 2.6 IN E10 6 -FT CYCLONE FENCE Engineer of work [A e cked b � T. AI 2889 -4 Is r' Record From: COUNTY OF es4 nlcon VERTICAL CONTROL 100 1 K r p NOT TSCALE Elev: 328.430 Datum: U.S.C. 8 G.S. R C E ILK. 2'l8� w. I T - - FILE NO. L E C 2 7 1972 MICROFI�Mpt 'PERFECT "PROFILE PLATE A EUGENE DIETZGEN CO. 2 3 3 4 5 COURSE ITEM RAD US BEAR A IN G" LENGTH Lu r a t- w _j D i 24 IN RCP 45. Q 89 -40 -56 70.44 z o 30 ? ,� D 2 - - - - -N 0- 23 - 34.26 ------------------------------- z -' a. 0 24 I N RCP ' (SEE NOTE ) TOTAL 104.66 ~ 305 � 0: _ I LU E3 LL' ? o D 3 18 I N RC P 3 r 0 00 91 -28 -33 47.90 x 0 8� w n D 4 S89- 36 -44E 114.54 I.E. OF OPENINGS 304.00 �' w ° D 5 - - -- N88 -I4 -291 118..82 � w � 26.75 & - - -- ------ - - - - -- - - -- - _1 50 . 58_ o ¢ D 6 S89- 4491 s � �cn o J � - u�w 18 IN RCP (SEE NOTE ) TOTAL 329.76 300 ` ~ fWAT 1/2:1 E.OPENING- 318.5 FINISHED GRADE LINE A U TI O N : z _ ' / / STING 295 MAIN 315 w UJI ER MAIN & a J ( EXISTING GROUND GAS MAIN LINE w LU I EXISTING GROUND LINE I— o 0 a 290 ~ J Z90 r 310 � ° S 310 L0 9 0) 4� - L. m NC 285 FINISHED GRADE y l E tci ° T `P 305 / `" J _ `' &' o� I / Ln / v 'm OPENINGS 304.00 / ,, - U') oe o `� — � / to + 6 a / 1 to I � \V/ � - 4 to o N N 18' 18' ( ao 280 - * / M AEG m 300 o '�' 36'V.C. C) toc Rii C3_ a.0 ru c r , -' O L_) Un V Cr Q • to 0) 00 - ° ti- W r Cll NC11 [� U 275 N o- I (j C4 Uj 295 w fD PROFILE OF TORM DRAIN ru rn p M V.C. "' m 1350 -D VERT.: I"= 4' 1350 -D Z NOTES: O I. FOR PIPE DIAMETERS EQUAL TO OR LESS THAN 36" INSIDE DIAMETER, z ASBESTOS CEMENT PIPE (A. C.P.) MAY BE USED IN LIEU OF ~ z REINFORCED CONCRETE PIPE (R.C.P.) FOR STOR4 DRAIN SYSTEMS. ASBESTOS CEMENT PIPE AS USED FOR STORM DRAIN -:3: SYSTEMS SHALL BE JOHNS - MANVILLE TRANSITE STORM DRAIN UJ 245 w w(n OR EQUAL AND SHALL HAVE THE FOLLOWING PIPE STRENGTHS: 256 m RCP PIPE STRENGTH EQUIVALENT ACP PIPE STRENGTH 1350 -D 2000- D(CLASS III) C-) 2• THE CONTRACTOR SHALL UNCOVER EXISTING SEWER MAINS AND SEWER CM I 3 LATERALS, TELEPHONE AND ELECTRIC CONDUITS, WATER MAINS AND 2811 7 246 z f WATER SERVICES, GAS MAINS, CABLE TV, FIRE ALARM AND OTHER 56 255 O I 2 EXISTIN HU F IN ALIGN - 277 N —Zi a s z o v MENT CHANGES. 0 284 Y 12' Lu 247 w � ? I OH ac wCL 254 Q I LU ~� U h Lu U = , N - I W w LU ¢ o In to r/ `� U) , 278 0 o� M ro 248 W ° m l�Jw 283 J z I I 4 +67,40 CTR.TYPE H;? , N �, OPENING w a o 253 0 CURB INLET Ir 1 1 I � o > �n _ - ° =28 +11.45 LAKE DR.' 32 '1 5 +25.90 CTR. TYPE O.M.P.' 3 W j 1 INLET = 28 +11.45(LAKE J J �_ z = D DR.) 26.75' LEFT OF CTR. {. z PLUG i�3 04 _ _ _ _ =05 WITH OPENING ON N' LY & U 279 r p'�'�� -- J + CTR. TYPE 249� Cn 30' I ` I E'LY SIDES y + 252 DRAINAGE EASEMENTS z = 282 ,I STORM DRAIN BC GRANTED ON MAP C - Ua 10' WIDE MIN. i w '" W �S BUILT v> o z 280 / z m �+ TYPE H CURB INLET ` _j (D _j= 281 1 +61.88 �� 251 250 r ° w BILL K. BRAMBLE � ° �(' ` - I �v _ � STORM DRAIN EC Yi w uj a - A DATE,, !- J 4- - \ 280 I •a I ° F I _ ) `' h /� \ \��� 5'� 323 �� I w F -`�, °z SCALE`s\ -10' DRAINAGE EASEMENT (n w 10'X15' ROCK SLOPE PROTECTION_- -LINED - B - - - - LL' uj 0 ffi AVE. ROCK Cluj o L SUBDIVISION I GHT HEADWALL SUBDIVISION BOUNDARY 25 PRIVATE CONTRACT WT. CU.FT. DITCH- 00 S DETAI BELOW & 0+91.44 DRAIN BC AVE. ROCK - WT. = 100 LBS. � /</* z (y�h P O R T 1 0 N S W 1/ 4 S E C T I 0 N 2 3 �� - O o SHEET COUNTY OF SAN DIEGO = SMEETS ` / -- INVERT ELEVATION z ° 8 ENGINEER DEPARTMENT SHOWN ON PLAN �- � _j tnz —w wco S T O R M D R A I N FINISHED GRADE LINE ' 2.25' FINISHED GRADE LINE w a a- 1 -1/2:1 1- 1/2:1 �� KDIA. =3/4 CARDIFF PROPERTIES UNIT NO.- 4 AVE. ROCK VOL-=1/2 CU.FT, AVE. ROCK WT. = 60 LBS. COUNTY APPROVED CHANGES BENCH MARK No. Description Approved by Dat 112" STEEL PIN R•eornwitpd fo ro I Approved 4" OF 3 MAX . /4" D escr i pt i on: ( v / Kv FILTER MATE Location: 91 RIAL y � / REVISED TO RS 9uILT STRiuS Low+ s -�9 -16 .r ps aunt En In »r p n•+ �, l�l \•;" .- �C Subdlvldon Enyln DR30FT /O SANTA FE DR 2R5 EIO L 6FT OF CYCLONE FENCE. MLOIM I .5' M I N I MUM Engineer of work Ch•ek•d ) III � i � ; � Record From: COUNTY OF SAN DIE(10 YERTICAL CONTROL WDK T. AI 2889 -4 DETAIL — ROCK DITCH U.S.C. & G.S. A l ie R e E A pr 8 � evaI date MICROFILMED NOT TO SCALE El 32e.4SO Datum: l.2 2 OVA&M IL CHRISTENS' & S C A k-6242-4 FILE NO. Ij E C 27 972 c1ca 'kAm