Loading...
7016 'PEPFECT'PnoFILE PLATE A RODNEY STOKES CO. ENCINI ES TATES UNIT N0. 3 SEWER LATERAL TABLE J /1 / i �ll� IVJ =; rlrl� I�1J loss ;; I r l��J � MAP �� /J /L"63) /L"63) /NY DEPTH INV DEPTH Ji ] LOT /NV ELEY. DROP TO LENGTH vmf B LUWCUAB /NY. ELEY. S'TAT /ON LDT /NY ELEI/. DROP TO LEN6TN TDPDF � LOWLU � /N y,ELfV. TAT /ON SUBDI /S /ON BOUNDARY N0. @ 10,414 ,t'I,9 /N /fEET/ CL/RB ELEY PROr°L /NE &PROP. L /NE N0. @ MA /N MA /N /FEET/ CURB ELEY. I VPRZIP L / , y L° /Rq!L/ r•• S10RM U4A /N fl" 260 223.02 030MIN 29 2M P -M 60' 226.54 3 +CtDAfBRANIND . 1 3/0 24.106 03OUI 28 Z5/ 97 C. 0' L P45 97 5AV X,46F DR N 26/ 7Jf..96 " " 228.61 " 224.0? 447 n 311 246.90 29 25C.O.S 250.QS 8 *5 I� I 262 215.9.? " " 2232/ " 219.21 V& 250 3 ./4 " 30 28.0 11 4 IS104 e " O 31,4 31.E 31i 317 d/s d/9 .�20 32! 3tt d?J 3t6 dPa 82� � 2G3 213,50 " 222. l6 " 216. lC 5+.47 " 313 ZS /. 93 PS ?S9 70 ZS3 70 M. 11 N09 - 50 ' t6/ 264 210. 5d 2/9.28 Z/3. ZB 6fOB 314 252.07 2! 269. 77 145377 M.N. N0.9 -SS � 1 0\ n n " " n " 1 L 205 207.31 " 216.17 210.17 6r d/ " 3L5 PSZ.AO " 200.7/ 754. ?/ MW M01 - 409' 31'7 �O- - - - PEGAS 1400 STREET -- - i eat 266 200.95 26 2/0.46 " 20¢. 46 611 -M fz 1 ca/Rl 310 2S /.9S 3S 200 /C 234/6 M.N. AV (; -404' �� 267 206.27 " rZS 2/f4.8 209.48 1+32 " 317 249.22 148 264194 " 1452.94 C *S,5 Pf6A.�0Sl. 26B 208.23 " 42 216.82 " 210.62 A4///Vz) 3 3/B ?40.04 " 2604 " IS0.4' S +8C " 312 \ 336 335 3341' 333 332 331 330 3Z3 328 317 269 208.23 38 217.03 211.03 319 242.99 252.88 t4e.86 ptO Al 270 203.23 " 46 215.24 579 209.45 320 239Qf " 24rd -v 24t9S 4 f61 311 - 5 271 20459 " 28 214 Of 6.0' 2,905 108ELV4 000AT 321 23000 " " Z44 M " 238.95 3+83 0 ?64 Z 27Z 200.2.5' " 26 20159 20359 0 +46 " 321 234133 " 24/.0/ ?350/ 51 0 \ 137 273 195.75 " 26 20364 199.04 O+SODELAGECT 323 t?9.91 237/9 231./9 11,41 � D \ 310 338 3T4 361 318 274 199.03 t6 208. /C 202.!6 /t/3 324 ?26.33 0..90' ?33.22 227.12 /f80 SCALE. ) " r - /00' , 353 3� Z6s y 12) 273 202.20 " 46 209.403 " 204.09 M.H. Na14 -12-F P2Z.Q0 " " na 93 " t2,J.93 /r /P " 309 270' 2 OZ. 20 " 38 2/0.49 " 20¢49 " 326 ?2006 030 W1 # ?2781 " ?2/81 000 " INDEX MAP 277 MID 38 2!0.48 " 204.48 327 220.32 " 22d.0/ " 2210/ O f64 N 1 267 278 202.ZO " 46 210.03 " 264.03 328 P ?41f 0.3Q' M /./3 " 2 ?3./3 1 {38 LEGEND '7� t 356 357 279 199.39 28 208.47 " 202.42 1- , todGxECT. 329 22773 " ?34'76 226740 ?*07 280 /.99.0/ " 2G 20ju " /99.84 0+•55 " 330 23/.30 050'R7,dY. " Z587C " ?32.76 2-76 ►o. /ND /GATES F /RE �'t'Y09,9NT 307 9 3,4'/ Q X11 f _ ll j B/ /59. 70 3D 200.49 /94.49 331 234,88 " M ? Xf 234.75 3 +45 " >x iN0 /GATES STREET ! /Gh'T 3x1 1 / II "4 =IM 4 > 282 /90.66 " " 20073 �� /94.73 '� " " " • " w TE/9RA �-�: :f VA COURT g� /8 332 238.09 ?46 7S 1440 7S 4 /4 „ ♦ 1N0 /GATES STREET NAME S /SN p 306 0 I 269 33 1M. ?If " &S38 # 197.38 8 , 034 333 24/.29 W. 74 244.74 4.83 jWB 137 " 207.09 n 20109 7 +C/ " 334 24447 " 25473 INV 71 SAS? -0- /NQ'CATES SEfYER MAwac,4ND t72 147/ � ~ 13770 0. !0' " 206.8/ ..d /' (20% 00) 7100 " 33S 2420,5 2f192 " PS /.92 Cr2/ GYRI'670N OF FLOW \ 30s �, 349 3 ,08 I 170 � /94.00 /.0' " 203 /S C. /S' (/97.00) B *39 330 PSA07 PS992 t5.397 7 +340 X01GATES0 /RE67MOfDRA /NAGEF!0`Y /90.66 /p' 200.81 6B /' (194.00) 9 +/3 " 337 240.30 ?4Et83 14283 /OV4gEGt ac _ -aE � " � 343 INDICATES ORA/NASE EASEMENT /89.62 /, 0' 200. S3 If 1? (192.00) -%74 " 338 1=04 " 243.97 '� 23797 10075 „ „ a „ O /NO /GATES STREET SURI/EY MONUMEM �s'. 3 � 9¢7 IpZ I Pl P7¢ t 289 \ X 11?9.73 /D' 20426 COO /99,20 /0 {93 339 143/.78 239.1? 233/1 11040 344 3�1 P 290 /99. ?0 0.M MIN. PI4. 49 20049 //t 97 340 227.12 0.30' " ?34.33 PZd33 /t f/C " /ND /GATES SfE SHEET NUMRER r ¢ 30,3 291 203. " 2/8.3.5 212.35 12 341 22137 0.30M /N. 1428.99 # 22Z.99 12 " � � 0 ♦ � a z76 292 2 /0. ,5J " " 2/9. fio " 1 /? v /3+03 342 2/6, SO 224 4,f 2 /d. W /3 +6'0 " \ 10 � - N �_ _ 4 */¢ \ 301 ¢q��l 400 �. -- ___ 293 201906 /21036 " 343 2//.33 " " 2/1.09 " 2/9.09 /4130 =Tj ti i I �Qf[AG �'IOrfRT • OR /�E , 294 198.11 L /D._0 2G�4SB 11"af " 344 20 %40 2/0.45 2044ES /BERG O I "" 277 ; ?If 10.83 20434 " 19654 10f9d 345 199.0/ " " 10d. .f0 . " 1402.50 /40 " N , � 0 30/ f� SIORA ORA /N 9 IA 296 /94 86 " 26 20S. /Z " 199: /2 /8 // 'Onzfaf.. 340 13C " WWII " ZOQ /7105/ W ' �� Df.�/ 299 298 197 290 MO 260 273 278 297 19C. CZ " ZB 200 55 20 05J /AIM " 347 /95. 02 " " Wsfs " /9223 /41106 � /d 296 96. off " 2B ZOB.37 " 202.37 16 - " 348 200.C/ t6 eas..CZ 20,9.61 0Af/ &Y,4 � 2 �:� Z� � ♦ ,goo 299 201.14 " 23 210.32 204.37 /6f// 349 10144 030' 44 2/2.03 " ?0` 03 /1020 3010 202.94 " 42 211.89 " 2OS65 MH. NO. t2S.7T 350 249758 0.30'M/A, 33 2/3.,50 209.50 W..//•NO JI' Z RAP `II 301 200. /0 41 214.38 " 200136 M. N. N0. 7 -IB /d' 351 2 /0. /6 f7 t/.9OP " Z /,3.OZ 14ORYA MA' `' � �Y 3 � �� I ?e/ ?e2 r89 184 �._ � �" 193 294 t96 I 302 206. IV 37 215.51 209.0/ /4 +90DEL�EOr9 302 21436 441 2Z29S 143S 2 +80¢ ENC /N /TAS e92 q 303 212.22 28 220.,5"/ " 2/43 - 1 /4 + /8 353 1/4.95 a 3GR 723 9,f " 1171S At 1140 /Z ESTATES => I 304 2/7.0/ " ZZ4.96 2/6.96 f3rS3 3S4 ?/4.95 3B 2`415-1 t/7.99 M. H.AK0 /P �&TWAN'� „ a n " „ " EMINI TA5 ESTATES <% ¢ ® 305 221.74 229.34 223.34 /Z +419 3SS 214 69 Qd ?t ?/ 217.2/ t +CS4 Lr4( OT UN /7 ND. 3 cO �` O AVEN /DA E I 3/,IG 22C.7S 233.99 227.99 /2 +2/ 3SG 20,Si40S 27 2 /4. /f " PGi� /1 /)!1 / / *Z2.s /' "o b 307 23124 23650 232.50 11115S 357 low.. PS tG t02Ct 1493 Ct 0 +4C ELY'OTE.f 305 235 AB " " 242.68 " 236.88 /0 *9/ 3119 ?03404 1 WOf a !0707 74Uglkar,G WO.. 309 239.22 " 2B 247.60 " 241.60 /0A•Z2 " V I IT o 1 29/ z90 289 I Ze6 297 2e6 2e5 WEEN V MAP o ,EXIST CIE EX /ST /N6 LATERALS NOTE NO TREES M 9EPL,4NTf0 IN T11( 8IG//T•OF-9,/0 NO SCALE ST0RM C DRA /N ESMl. SEE S//EET N " 7 " LOCAT /ON Off /•ff NYDA'�N'1S 4 � ` AEM W RIS! D /KE 4410 OrY STifEETL /GN7S,/SPEi9 �x sr. > ` hTATHfif P.41fMfNl COUNTY STD. DWG. 307 A A ` 44TEf /Tf D. 54 r T.94/1(S /l/G1Y,4S SiYOIY�t' ,,. I I /0' /0' \ TEMPoRARY "Cc. 's RAMP 9 33' 24' 20' 51 ,11 5 , /01 �6�C£ NAY 1 5' 5' 5' >� \ 3080 /V /S /ON BOYJND�I9Y 7 \ 7' ____ •, •2� I I IF I F 2/MAX - EX /ST PA1EylfNT �__ - RICK ENGINEERING COMPANY S'/ y P/flIVfME/; /TS - - -- ` ' SIDEWALK s /DEIyALK - - I HEREBY AGREE TO COMMENCE WOW ON,4NY /MMAMENTS PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS PE�f /f - 180 C "TYPE "6"C/11M 6GY/rf if S /DEiVALK SHOWNGW 7HEM (CANS IV /THIN EX/ST/N6 COUNTY R /GHT•Of-WAY 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONF '714) 2910707 TYPICAL STREET SECT ` ` ` '" <- �` W /TN /N 60 DAYS AFTER /SSUANCE Of THE LbNSIA'UCT /ON PERMT PRIVATE CONTRACT 1-7371 TYPICAL SECTION EL CAMINO REAL AND T01'L7fSUf SUCH WORK ACTIVELY ONEVERY N ORMAL W014A�NG NEW PA1EMf✓YT STAUC711XZ SECT /ON NOT TO SCALE ` ° •4'` `- C14Y UNTIL LbMPLETEO IRRESPECTNE AND INDEPENDENT OF ANY SHEET OTHER WORK ISS,01'14 D W/TN TN/S DEVELOPMENT OR UNDER MY COUNTY OF SAN DIE NOT TO SCALE ASS TRy0BY COUNT/ /l1ATE,Y /,QLS ENCwEER DEPARTMENT „ © 3"-4•4./4" Cc. 3 .4.3. m 2 A.c.� cc. S .O.e. 7• /yf7-7 CLWTROL. I I SHEETS "G" = Z% /N NOr9MAl STREET SEC/ /ON PLANS AM THE 1MPi90YEMENTOf = EX /ST /NG STiYEET ELOPE /N SUPE,yELEYATIO/Y SHAPELL /NDUST S D SAN D /EGO, /NC. ♦ - /ND /CATES ELEY47101YS SNOWN 1N PAOf1Z4 327Z Rak - elMNS STREET ENC /N /TAS EST�4 lES SAN D /EGO, CAL /FOAN /A, 92110 . 3 SAN DIEGO COUNTY FLOOD CONTROL DISTRICT SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES UN /T N0 BENCH MARK 040. L7D77 PRE�I C.J.HOUSON- DIRECTOR OF DEPARTMENT LEUCADIA COUNTY WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT No. Description Approved By Date , „ Re ?me�edfor pprov I Aoprov / Description: / 5� OF SANITATION 9 FLOOD CONTROL iffy /SED 9flYfif L�/lf/Y1.1►dLE_ /.�e / La mm � WATER WORKS APPROVAL bdrvision En ineer DEPUTY county Engineer AUG A 3 APPROVED BY: C. d� hJ SEWER APPROVED // ,50 /79 9 <,_.. _ -r l ' APPROVED BY BOYLE ENGINEERING N 7 Engineer o4 work checked by T.M. IIAIGiIC)1+YAft,L� MK:RQF{ � d " < C�S7s� .r /�? /ter M Ti for the DIst�IC1 /fY[-84i �,EeV,abl� G,.,,� l RecordFrern: NOATHCLYlNT1 'YEA'TICLECONTRLYDAT4 n )eDC DATE MI%4 - T5 w Approval date ! SECRETARY- MANA R DATE DATE C- 001 - 146 -04 .� Elev: /74.0/6 Datum: LLSC. &Ci.s.' J��� -� R.C. 15325 ' ATE 5123175 I.D. NO. 7��/ � L f .6AARziS Af /1/ Z7�/ FILE NO. I PROTECT NO 5/04 'PERFECrpmoma PLATE A RODNEY STOKES CO. GENERAL NOTES SPECIFICATIONS WORK TO BE 00NE 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. STREET AND DRAINAGE NOTES THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL 1. STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE IMPROVEMENT OF SUBDIVISION STREETS, AND THE STANDARD REFERENCE DRAWINGS. SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. THE COUNTY OF SAN DIEGO, AND THE SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBOIVISION STREETS (SEE NOTE THIS 2. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY SUBMITTING TO THE COUNTY ENGI- SHEET). IMPROVEMEN STANDARD DRAWING E E NEER A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS 2. ALL UNDERGROUND UTILITIES AND LATERAL SERVICES SHALL BE INSTALLED BEFORE CONSTRUCTION OF CURBS, CROSS GUTTER Olt TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION SURFACING OF THE STREETS. THE GRADING OF STREETS (SEE TYPICAL SECTION) - - - - - - - - - - - - - - � OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE COUNTY ENGINEER 3. THE STRUCTURAL SECTION WILL BE IN ACCORDANCE WITH COUNTY STANDARDS AND THE EXACT DEPTH OF "IMPORTED BASE MATERIAL" THE PREPARATION OF SUBGRADE AND PAVING OF STREETS (SEE TYPICAL SECTION AND NOTES)- - PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY SHALL BE BASED ON SOILS TESTS APPROVED BY THE "SAN DIEGO COUNTY MATERIAL ENGINEERING TEST LABORATORY ". THE INSTALLATION OF FEATHER PAVING TO PROVIDE SMOOTH TRANSITION WITH EXISTING PAVEMENT - THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. 4. NO DRIVEWAY DEPRESSIONS ALLOWED WITHOUT DRIVEWAY APRON CONSTRUCTION. THE CONSTRUCTION OF 6" TYPE "G" CURB - - - - - - - - - - - - - G -45 - - - - - - - - 3. A) LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CON- THE CONSTRUCTION OF PCC SIDEWALK - - - - - - - - - - - - - G -42, 212 -3T FIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE CONSTRUCTION OF PAVEMENT CUT -OFF WALL - - - - - - - - - - G -27 - - - - - - - B) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILI- THE CONSTRUCTION OF WHEEL RAMPS AT CORNERS - - - - - - - - - - 225 -1T - - - - - - ��� TIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS THE CONSTRUCTION OF PCC DRIVEWAYS - _ _ _ _ _ - _ _ _ - 207 4T & DETAIL SHEET 7 ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. SEWER SYSTEM NOTES - - C) BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND UTILITIES. THE 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY WATER DISTRICT (L.C.W.D.) STANDARD SPECIFICATIONS. THE CONSTRUCTION OF PCC CROSS - GUTTERS - - - - - - - - - - - - G -35 - - - - - - - - EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE THE CONSTRUCTION OF GUARD RAIL, TYPE "CS" - - - - - - - - - - T -9 - - - - - - - - - -- PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWL- 2. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION. EDGE THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONSTRUCTION OF TYPE "3" CURB INLETS - - D -6 - - - - - - - - 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR PRIOR TO BACKFILLING OVER ANY SEWER 'Y'S. THE CONSTRUCTION OF TYPE "C" CURB INLETS W /SPf[Y,4 00,rf"0fTA /l 9FWJW 224 -1, 111-4T,D-7---p-- D) CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS. E) CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 8 ELECTRIC COMPANY PRIOR TO STARTING WORK 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE L.C.W.D. ENGINEER. THE CONSTRUCTION OF 6" AC BERM - - - - - - - - - - - - - - - PO / - 2 - - - - - - - - NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. THE CONSTRUCTION OF WING TYPE HEADWALL - - - - - - - - - - - - D -24 - - - - - - - - TELEPHONE: 753 -5511. 6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE PLACEMENT OF ROCK SLOPE PROTECTION US ARMY REPORT H -70 -2, AND SECTION 72 F) CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR OF CALIFORNIA STATE STANDARD SPECIFICATIONS) - - - - - - - - - - - - - - - - - - - - COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 7. ALL LATERALS AND MAINS SHALL BE TESTED BY AIR TEST METHOD AFTER CONSTRUCTION OF ALL OTHER UTILITIES AS SPECIFIED THE CONSTRUCTION OF TYPE "A" CLEANOUT - - - - - - - - - - - - D -11 - - - - - - - - �- TELEPHONE: 753 -1101. IN L.C.W.D. SEWER SPECIFICATIONS. G) CONTRACTOR SHALL NOTIFY THE OLIVENHAIN MUNICIPAL WATER DISTRICT PRIOR TO STARTING 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 HOURS IN ADVANCE OF BEGINNING WORK SO THAT INSPECTION CAN BE PROVIDED. THE CONSTRUCTION OF STORM DRAIN (SIZE AND TYPE SHOWN) - - - - - - - - - - - - - - - WORK NEAR DISTRICT FACILITIES AND SHALL COORDINATE HIS WORK WITH DISTRICT REPRESENT- THE CONSTRUCTION OF STREET NAME SIGNS - - - - - - - - - - - - 301 -2 - - - - - - - - ATIVES. TELEPHONE: 753 - 64'66. 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 -INCH MINIMUM COVER. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. THE CONSTRUCTION OF STREET LIGHTS - - - - - - - - 410-7- (SEE NOTE THIS SHEET) - - - H) CONTRACTOR SHALL NOTIFY THE LEUCADIA COUNTY WATER DISTRICT PRIOR TO STARTING WORK THE CONSTRUCTION OF STREET SURVEY MONUMENTS - - - - - - - - - 218 - 1,2/3 - - - - - - NEAR DISTRICT FACILITIES AND SHALL COORDINATE HIS WORK WITH DISTRICT REPRESENTATIVES. 10. ALL LOTS SHALL BE SERVED BY A 4 -INCH V.C.P. LATERAL SET AT A MINIMUM GRADE OF 2.0% WITH A MINIMUM DROP OF 0.3 TELEPHONE: 753 -0155. FOOT, AND AN INVERT DEPTH OF 5.5 -FEET BELOW TOP OF CURB AT PROPERTY LINE, UNLESS OTHERWISE APPROVED BY L.C.W.D. THE CONSTRUCTION OF CONCRETE LUG 4. CONTRACTOR SHALL OBTAIN A';PERMIT FROM THE "COUNTY ENGINEER ROAD DEPARTMENT" FOR EXCAVA- 11. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE AVAILABLE AT THE DISTRICT OFFICE. THE CONSTRUCT /ON Of PIPE COLLAR - - - - - - - - - - - - - - - - Old - - - - TION WITHIN EXISTING COUNTY RIGHTS -OF- WAY. - � 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE CONTRACTOR. 5. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE "UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE DISTRICT. WATER SYSTEM - SEE NOTES THIS SHEET 6. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE "UNDERGROUND INSTAL- 14. ALL PIPES SHALL HAVE A 4 -INCH (MIN.) CRUSHED ROCK BEDDING SHOWN ON L.C.W.D. STD. DRAWING S -12. THE CONSTRUCTION OF CLASS 150 ACP WATER MAINS - - - - - - - - - - - - - - - - - - - B�P2 AE . FOR LOCATION OF ELECTRICAL CABLES, GAS PIPING AND APPURTENANCES, CONTACT THE S AN N DI GAS & ELECTRIC COMPANY. 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. THE INSTALLATION OF BUTTERFLY VALVE ASSEMBLIES - - - - - - - - - - - - - - - - - - - B•Y - SG 7. iT SHALL BE THE RESPONSIBILITY FOR THE DEVELOPER TO: CONTACT THE UTILITY AGENCIES, ADVISE 16. SEWER LATERAL TABLE IS ON SHEET NO. 1. THE INSTALLATION OF FIRE HYDRANT ASSEMBLIES - - - - - - - - - 307 - - - - - - - - THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATION TO AN UNDERGROUND THE iNSTALLATION OF BLOW -OFF ASSEMBLIES - - - - - - - - - - - - - - - - - - - - - - LOCATION. THE INSTALLATION OF MANUAL AIR RELEASE ASSEMBLIES - - - - - - - - - - - - - - - - M me- - 8. "AS CONSTRUCTED" SEWER AND WATER LATERALS LOCATION AND "SEWER LATERALS DATA TABLE" SHALL BE SHOWN AND COMPLETED IN THESE ORIGINAL PLANS PRIOR TO "NOTICE OF COMPLETION "'. THE THE INSTALLATION OF ACPxACPxFLANGE TEE W /FLANGE VALVE - - - - - - - - - - - - - - - ENGINEER OF WORK SHALL UPON DEMAND OF THE LEUCADIA COUNTY WATER DISTRICT FURNISH INFORMA- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TION AND LOCATION OF EACH SEWER LATERAL (SEE SPECIFICATIONS THIS SHEET). WATER SYSTEM NOTES THE INSTALLATION OF ACP TEES - THE INSTALLATION OF ACP CROSSES - - - - - - - - - - - - - - - - - - - - - - - - - - 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT. THE INSTALLATION OF ACP REDUCERS - - - - - - - - - - - - - - - - - - - - - - - - - - - = ►- - 2. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW THE INSTALLATION OF CAP ASSEMBLY - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 9 . ALL STREET LIGHTS ARE 7,000 LUMEN LIGHTS UNLESS OTHERWISE SPECIFIED. CENTERLINE FINISH GRADE OF STREET. THE INSTALLATION Of COP)'ER WATER SEAV /CE - - - - - - - - - - /SEE NOTE TH /S S / /,m, - - - - - -© 10• ALL STREETS SHALL PROVIDE FOR A WHEEL RAMP AT EACH CURB RETURN. SAID RAMP WILL BE BUILT 3. EACH LOT IS TO RECEIVE A 1 -INCH COPPER WATER SERVICE. AS A RESIDENTIAL DRIVEWAY APRON 5' WIDE WITH STANDARD WINGS. 4. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS IN THE WATER MAIN PROFILE: SEWER SYSTEM - SEE NOTES THIS SHEET 1f. WHERE TRENCHES ARE WITHIN EASEMENTS ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS SHALL 5. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF SHUTDOWNS THE CONSTRUCTION OF VCP SEWER MAIN - - - - - - - - - - - - - - - - - - - - - - - - - - BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. Mks TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON -SITE 6. A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON THE PROLONGATION OF THE THE CONSTRUCTION OF CONCRETE SEWER MANHOLES - - - - - - - - - - - - - - - - - - - - EARTHWORK SPECIFICATIONS. STREET RIGHT - OF -WAY LINE WHEREVER POSSIBLE. THE CONSTRUCTION OF SEWER DEAD END - - - - - - - - - - - - - - - - - - - - - - - - 12. FOR ADDITIONAL INFORMATION REGARDING ADJACENT ELEVATIONS, ETC., SEE GRADING PLAN L -7379 7. INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY FIRE DISTRICT. THE CONSTRUCT /0N Of VC SEWER LATERAL - - - - - - - - - - - (SEE N07E TH /S SNEET) - SWU ORA/N ALTERNATES 13. THE CONST&/C7ION OF ONE PCC S74ND.0,0 DR/YEWAY Off R - / LOT. LOCAL /ON TO Bf DETERM /NED IN TNEF/ELD 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERM FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY FOR ALL TRENCH STORM ORA1N ALTERNATES ARE AS FOLLOWS' BY T H E E N S / N E f f O f I Y W P C C J U / f 1 , * W 1 A G O F D R / l / E W / ) Y T O E Y T E N O 6 X O M C U r Y B T O P R O . R Z TMZ /NE. WORK WHERE F A C I L I T I E S ARE TO BE CONSTRUCTED FOR OR TO BE TURNED OVER TO THE OL IVENHAIN MUNICIPAL WATER DISTRICT. L/J'E S7AND.4if,0 DRAW /LASS 0 ,07-4,r, 30-f 3X-1. COPY OF PERMIT SHALL BE SUBMITTED TO THE DI STRICT PRIOR TO START OF WORK. NONE 1 4 1 & 1 r & f V / S / O N S E R V / C B S WITHIN T H I S 56 A R E U N O , R O U N O 11VS r19 L l 9T 10V S F O R l O C / / l / O N O F 9. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPEC IFICATIONS ON THE JOB S I T E AT ALL TIMES. � 3� CABLES AND APPURTENANCES 6GW74CT L M. CABLES /S /ON L3 ~x3:;'i •s 0~ yr• 436 N. Q/Wal" ESCOAlDIA90 CAl /TORN /A TELEPHONE• 7d6.6666 - 8,4R -14 "rP' Ph" STREET LIGHTING NOTES " i 1. STREET LIGHTS SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THESE PLANS. rYP. Y4 C 3 r9`x #1"x=0" 2. STANDARD 7,000 LUMEN MERCURY VAPOR ORNAMENTAL STREET LIGHTS SHALL BE USED ON INTERIOR STREETS. (TOTAL NO.= 24 ) STEEL FRAME 3. STANDARD 20,000 LUMEN MERCURY VAPOR ORNAMENTAL STREET LIGHTS SHALL BE USED AS SHOWN. (TOTAL NO.= CO ) J'Byr" 4. THE INSTALLATIONS OF THE LIGHTS SHALL CONFORM TO SAN DIEGO GAS & ELECTRIC COMPANY AND ALL STATE AND LOCAL TYPE TY /E G -2 SPEC IFICATIONS, STANDARDS AND REGULAT /ys" I � 7BARS -TYPI�G / � RICK ENGINEERING COMPANY / 776.411 i • PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS i `N 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 2910707 BAR X S Tit "- y'a "xP� /f!" I 4; PRIVATE CONTRACT I � w TYP, A I SHEET COUNTY OF SAN DIEGO „ Z ENGINEER DEPARTMENT SHEETS STEEL GRATE /C IS "PYPf 9P,0.^ERS lYP1` 494 PLANS f09 THE /MP/9DYEME/VT Of ?C -•� /s i //l�JP,Q"fRS- /YPEG•P DfUllISM0.4L A-AdME X CAWK ENC/NITAS ESTATES ND SC, &C L/NI Ty No 3 COUNTY A"NOVED CHANGES BENCH MARK O. C. DD 77 PRECISICW D Approved by peh Re mm ed for o I Approve r'fif:V ' " �/ / T AUG 0 • A ru/ 3 7/id�77 , division Engineer gEpuT Cou nfy Engineer }I'll JUN 10 1915 L ocation; . Engineer of work Checked by IIIGfiVFli.N9l.ir MtGIIfIFiLMEQ Record From NDR79 P/J//NTY I/ RTE /f 40N 73 JULY 9 ' T.M. 174.0 Dahm: S.C• S G.S. Approval date L YLE F G,4BR /EL SON RCE /B/ 4 ?7M•1r 15" RIF NO PROJECT NO 5104 •PERFECT`pnas.E PLATE A RODNEY STOKES CO. O Q Q 0 �o 240 250 0 f60- ti ICS EX /ST. EX /ST. E.P. 5.57// m 240 ExisT 7 / 5 88/ / 25Q Q 240 , o ti o M -� � y �' 5.6 / to N � FX /ST. E.P. N / EX /ST. � a ° � �► �� d 5.2j / ° p EXIST / � 270 N ; ti 240 ti 2G 0 250 _ 260 N c l i `� / �. �' `�'� �' N m h EX /ST E.P. ` � N b �; EXIST. ? N ti 5.6G% _ ; N om" ,. �, •. .�' EX /ST. E.P. v ° o N o v 1 TOPmtram p `4 M? RI. CURB `� . E.P. / g h h 230 N �, 250 �N 270 240 t9 N _4* N TOP RT. TOP RT CURB N TOP T. CURB o mj CURB op ; 10" ti 7ti f0' M v N N CIS 2G0 �� �, Nm PROF /LE' EL C�LYI /ND REAL �� SC,4LEh'OR f "- 4D'{'Ei9T 1 " =B' TOP OF BERM 245 247 246 W t60 251 232 253 ts4 255 236 Q ° lO �i�Q r J / J I �� Tj J3 SJ fJJ J' l to %J �IQ l I �� til EX /97 R/W C!/M / R£!JL EX /ST. 4 &AR F EL 3. / B02 -f) zn ' — EDGE alrAW EMENT —�-- - -� – ST MON. I ti CD M x-10 247 24B S!/BDN /S /ON 80UNDARI 249 .. ej0 P1/ °. 13Z a Z�� Z'3 •» PSG t,L ` N2B °G}707 "W R -201' L fE/ITHER TAB /NG I n, IIEMOW EX/ST. ,4 461AM MAD � I ? O• �+ M /ST /MPRD�'EMENTS / y SY _ 547_~6 " /JC BERM /ST ZIP- 9 ',4CP FORCE SE{f'ERM/1 /N 2 Ig 1� Z'ACPO4YfMEA/T f _ Q - - -- - - -- - - - - -- -- - - -- — 3 �1 ' 4Q I y 0 Q tii I I �% a n, °� � Z *ice . ��� I I 'o'C, �I ��,� 'I ��� W 29/ i _ k ,4 R aid , � g 292 hl 3010 � � :.I 30/ �,� � 302 303 S 304 0 �� 305 306 0 $ W ti Q v d 307 SEE SHEET NO. 7 til ~ Ih '46 h ° h I � RICK ENGINEERING COMPANY PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS NA ,Iz 00" FRIARS ROAD SAN DIEGO. CALIFORNIA 18110 TELEPHONE (711)211 -0707 PRIVATE CONTRACT SHEET F COUNTY OF SAN DIEGO L AM _ ENGINEER DEPARTMENT PL ANS FOR THE IMPROANIEN7 Of EL CAM /NO RE.IL " ` EL C�4M /ND REAL /N ENC/N/TAS ESTATES UN /T NO 5 COUNTY APPROVED CHANGES BENCH MARK O. C. 0077 t r�cA IS1�N 111. D1svipfN1 Appmr#" ►y Drrt* rr Rae .yl r I Approved R T Dssdpill: l / l / / I y \ L s � -+ AV DELM OR AW RADW FJYI�'TN REAIdA KS A: � /a�ri LOCATION: Sr Jlvl.l.n En oEarrrr as k�... JUN 10 1975 En ineer of work Chocked by 1 N2B'Gl707 "W 706'd" a"'TyPE "0 "CURB ° ,px T.k MIGkUh 11 Iv1tb Rsc�rd Fnsw: �, Approval ou N29 7 W 09.39 e= 7°42Y�" 19 47' " Ems: x¢.618 D1tws: L/s c.�. cs- � 2,MAr7.S 927Y-3 PRECISION �+:..�•> ,.;;:., FILE NO. t;Uti it a i9 /, I� Mlu44i)f iLMED PROJECT NO. •S / / 'PERFECT'PROraE PLATE A RODNEY STOKES CO. NOTE: WATER LINE PROFILE Rl 5 lil lS SHOWN UNDER p ❑ 8 PROF /LE. /aoe' I / m tags /s/T Iti9' 210. N'LY CA � � 9� h roPNlrcu�e N N, ZOO- �, v \ \- 7?9P Lim CiURE� . L /O 64014f- 41K -BE-SAC 29'0_ o ti S00 2 10 - ^ °p ti 3 0 /. —_ SCREE NOR /'= 40' BERT. / "•4' _ ZGS o F /N /�! /4 E� "AC P MANY 6 CAP 9 ` ti ,/ o a7ST E. P. ¢'M /N � '"T� QS'.SEMBIY 28Q M 290 - ENO" /S7i 22Qti �' ti / 5. 70' q ai Ska TOP R7. CURB ti �� �� X ` w ► p X 204 R vj 280 210_ h — 2G1S Q ti ` o X 700 /&09 TOl° DI`CUf B MPRT. CURB S'LY CB. r0P 5 Z Y Mfg 2 ��° 8 O N 270 N 200_ PROF /L E EL 1",4M /N40 REAL P90F /LE- DELAGE COURT PROFIL E CaRB 9ETURN.S SCALES: HOR /ZJ'40; Yf!!T > " =B' Z,4ZZS- 14516. 1'-40; YEiY7. / " °B SMZ''HOR.1 "= 20' BERT. 1 " =2' 260 ?57 ?.SB 22,9 260 261 202 0 1 Q� MHO 4 I 0.00 € DELAGE COURT _ o S,L� ;6 I� - /1 OZ 96 ¢ OAKBRANCH OH/l/E '1 ©27¢ �� 0 �?7� CE /~_ 40� N �I =/8 4. 74 € DE, ;t' D, Mcr �V IJJ r J 5 f f J 3 VJ l f JJJ S, E °� -- - - L I ' EX /9T. R/W �� I t SCR 4� Ni p. /4/ DELAGE DR – DEL --— C,4M /N4 Rf,4L — rsra�a I SEE S B'�Ci°l — I / ' ,'ry HEET NO. /(�� r p ^� fl'�f _... � r .» Z59 260 � b�'8 "CROSS 13.I� , • -. P C.Of�A1.4fT *11111111111111111 157 41 ? ? ... R *0 D= 14 °362f" C= 509.84' •.. ZE/ ° i. o hl w TO /ROE /OE i P- Qd._96_ FEATHE/Y PAVING AS NECESSARI �YfY w,ilfET - � — t ` 277 4,' °� EA /ST /.l�PRO{'fMENTS ` I i PCiY hi ! -¢sue. .350 y gI SMGbTN tR9NS/t/ON N' /EX /ST. P9T /ND.L SCA f " " =40' EWE M.4 /N ACP FO RCES 26/ EX /ST. B �S � oiy MI j a °ER T.�j!tQ J �I koq b Q z 280 a / 279 0 7d -o 3/Z 1ti 9l3 w° , I �, ap e / � r/ -J W RICK ENGINEERING COMPANY 309 PLANNERS • ARCHITECTS • CIVILE *INEERS • LAND SURVEYORS $.40 FRIARS ROAD SAN DIE O Co \ J GO. CALIFORNIA 110 TELEPHONE (714)297 -0707 J 1 • * f��i / ^ J1 �J —err y DELAGE CDURT PRIVATE CONTRACT N ppv J � _ V J A% � SN!!T COUNTY OF SAN DIEGO fI ENGINEER DEPARTMENT SHEETS 1I RB 7A rA I✓ICtclslow PL,4NS fOR THE /MPROYEN/ENT ar W AELTA AR AM RA&W LFM M REAAfIR/YS EL C,410/ND f/EAL 1 D =14°3c'01' 1947' 496.33 c "rrPE "c'c e JUN z o "�" EL CAMNO #64L QRAW. CT. 0 =x 30' 4711' " MIGROFILM" /N ENC 1N 17A5 ESTATES UN/TNQ 3 NBB',faw - w ( f I „ COWTY APPROVED CHANGES BENCHMARK O.C. DD77 D- 4c°4t'z9" 3r zcct�' I/ N.. D.. «irti«1 A,p.,.d ►� Date , „ �j d {r ro I AFpw D9«r1�ei9R: wA A rA , REV /SED Sf mer Z'471ew4! Q'Ar��N' SY dl Vl {IM IMM (/T� f •Yr ! {II»f D= 273'P4'fD" 3D' /S/ LOC T/ s �lif1s T 'd-40 41 3 ?' PIS lllt;t M Apt RANDS LEAWN MAIMS SE WER ATA flg M••r •f walk Ch•ek•d ky REIN /JED CUL - ac. �?C P /LF • /ZIV* ,per T Al NBd'S0'c?0 "/V p,105' AIM* O aw /J.(T / G "�IOP . l� DIE M ON RA LE)11�TH REMARNCS R «.rd Pnw: Q _ ' " �� • " AS r3r.,;a )V� --'- -- 7'1;0"o Elw: 174 - D t.: //S/'.6 C 9. �� n 17 M,4Y73 32'12"J . / t /5 . 6 A f N0!'.lPT7 7V /T400 B MCP D 9t9�i0 DO 30 47 P N3B�S0 0 W 9Cb C 0 FILE NO. H I G, 0,3 1977 FRECISI(JN NuV MIC PROJECT „G, S /04 PR MlGROF��LI`' 'PERFECT'PAomff PLATE A RODNEY STOKES CO. 2� /B"RCP TP. • ?2 �W . W NGENT Gl7AM =6 % 7'W,,9L 700 YC � \ Z h 230 h B':ocP ti ° ti NOTE WATERLINE PRAF /LE IS SHOWN \ 0 v L/A(arlf E'L Y CU'PB 19WLE. fLY CB. J� N ti - h AXORLE JTDilMORA /N M ,v k ti ti h o1 on `�' 3825 18•RCP :t o o 131 h c'� oc°�J (/350 p " 0� ' ti a, N ) /.OY. SC4LES f/OR.1 =20 =Q REMOVE WSMNMY N 2 b ` m D/5S /�IOR 6 ROCK SLOPL� �' '��y ti N oec ~ `'� : Q5'M/A! ?4Q fe0 cs, h PROTECTION 1jc'a1STING �yo`OI'f/T N o o ti 2A6_ CLEAR QCs : .� c c-o ) ` ti �' b °� °0 �►•� as C9 �\+ N * 5 b N \ ' N N N S� ° v va R 2. 2 I oo �''TOPB "qPP �c R Q o kN � a ~ h �' " `I ti m 4f RCP 230_ f RZ2946 _ �, h Q 4 Q a N o _ 2/D \ h h OR /G /N/lL GROUrYO L /NE �� d w, `" 9 v °� > '� w A c? h S'CIEAR ou N o p `� E LY CB. � l mla-- ��0 TO c� I 5 o O.S `\ c � is l� o N 4'M /N. COYER 220 240 r9.b ti �•, $ �° /0`x8" _200 _220 In l z u � a N , 0 O o Q%4 Q I's N ?Z` N � `" `� `YOi9CPlj3�U ti ° Co� °j L� a z d % � _ 2/D Z30_ N e h _ �E.7r. �. �, o 0 0 " �,, N a �, a ti W 'LY e8. 211 ~ d QN, "Q ` h !/iY{�f 6 "AC co F /N /Sf/L' a&, 01' o 4 � O `9 lt5'CIEAR /M /A�.J 4 oh N � h b• I N -�`^ VC , � ol_� p M0 -� B;4C �6'CLE,�91h#Aq— .220 _Z00 2P0_ `.' `; N `� o RCP 225.04' " RCP (1350-D Ilk' 4-1 a �� - 299 54 RCP /3500 �/8" q, h N N ti . ?86.53' 8 "YC 70P IY'LY CURB o 1 44 8m tl a ° �, h N t ! 63/ o PROF /LE. OAKBRANCH OR /�E ti o ti �—' � w r ed a SCALES: HORII. 1 "=40' YERT. / "= 8' N ti `� /0% N W o N ti 3 4 5 G 7 8 9 /0 N l2 13 14 , . z 200 coNNECEJ N s' PE "c" R ATA EMER TO THE S0� TR /Cl,p To BE /CATION mr 1N Cl0 /NLE Ab TA C OP RADIUS LEAWN REAHMS � � ti d ?� �o a UNTO /RR ERflElO t0 A P %Pcl /NE UN T g 'yAIVE ��� 1 N01°09�JOE �ENC INITA S SEE NTNUATION 0! -'op 4'31' 310' 10.33' FOR S ° d - 40°47!4' 3/0' Place' " M 1 �I� ORAINA SYSTEM 1 1 0 2 d: 3 W : ( "r 40� 2 /a!1' " L � PR/YAIE a�� A� Q ol� h 'i ?� �, SCALE Ol °0940 "E 15.35' COUR 1 �- 2 C 2 sr ., N oi•09�0 "f 2ris3' " DE AGE 0. 2C1 X �$z �L)ATA N01 /S&V /0 "ACP L MEET N� 4 28l Ali , t� I1 240 «, a m l " " E S vl g e = 424/'52 01 09'40 E 233.99 $E o z r I 6 ¢I -*I O P 6'J' R33GYJ' 10' z ° �� 2� 1 L 22.5 66' a I �, r• //7.26 E LVA CDURT NO v; WA NE TION plot w �� A . h `o $oa ° CON W NEE ,� Q 1 . z II Nal - 6 Dry 3 �P� S EE S 2 93 ,1� ti � 272 0 %u — .. 1 4 I s'(MON• - � v� � � tilh `h �" Qi A UCfn� -4 - �N10940 1 E LQ -V.G j �' • P l EXIST Z_ �, \ 1 9 — — H '�� I �� � i 1 � Il' � 42 REP (� X11 W � I NP /PE r l�, � J .. ,.'. TILE lR --4 i � \ PPE t � 1� ai bi y s I I �,� s pUC I� 1 tll 1NLE �u� y. mlg Q ti N ti j • :.._� \ r...... — f0 �'' Q �c►J _ B 1 6'x — � ti 1, `� J-o Q�i _ 9 5 ( '� � � o "' h ft-- y h 1 v �l?a y 0: z 94 _ ° 358 �� }�`' J� °. �n y SEE SNE DATA .� D 42 4/ 5Z" z °moo al � • 0 1� �o R °300 a, I� �� f 948 h r N • RICK ENGINEERING COMPANY L = 223.56 07 � d I ,1� q �, s SNEE ( T= /17.26' I I� ° �,�, EE V PLANNERS • AD SAN OtEG • LWORNIA 92110 - T •LAND SURVEYORS S C D9I { {t0 FRIARS ROAD SAN DIEOO,CALIfORNIA {9110 T ELEPHONE (714)791-0707 pELA�G PRIVATE CONTRACT �SA( �Qgz 10 A A S ORM DRAIN DA A o I�� °° :NEET h0 a COUNTY OF SAN DIEGO f f Jl I�,J R�E ENGINEER DEPARTMENT $REM -, MO. DELTA ON SM RADWS LEM M REMARKS AV DELTA OR B14G RA DIUS LEMGTN REA/AI11N'S . o ' I ; E L �A TER j vo. 8 DAKBRANCN DRIVE 1 NO/'09'4�0'E /63.6{3' c "TYPE "G'Cl/f/ NOl' 03a0 "E 56.00' 27 "RCP( W-40), !>�EE SNEET PLANS fOR THE /MPROVEME�YTOF N01v940'If /0503' N01 °0940% /0.00' 30 "f1CP/13SO 0) 0 -41 '4 /JP" ?0 2/3.88 " EWER DATA DAII(BRANCR OR/LIE e=3 /'430A' ?AI' /m. /2' 1 313' 1 11434' " /k2 DELTA AR BRO RADIUS LEMM REMARKS IN ENCIN17AS ESTATES 41N /TNa 3 e °Z4'4'7" 282' /C4 4S' '• N? /'�.f87 "f m. /T " COUNTY APPROVED CHALICES III mAnK 0. C. W77 / NO/ ; 0 - 5 - w "E /13.05 B "YC /Se 7s' " NO/°Oe'8O "E 29192 R(P( /,SP) Approved N.. p.wr�+.. Ahrw{I N Da{ � " e -st si'sr 3w tt.�.k' " LXATpb.: 7 7 w s. ✓ 0940'L 239.0/' 'vo" P /' ` �,E,► y NEY /" SEAViC'f [,411X.41 / � �. Larneaw e- 4Z ° � /J1 'w C ' " LOC� //� ,�7� 7 ai•n E /w /)EPUTY wNY MrKr NO/'0�'40 "f /9P.f3' " NBB °10'20 "W 7.25' /A "ACP(13210) AI?!•OJi(0'E S.3f' " A G,.,.__ y /'I E, cn..�.dr, R{c{d Fmw. ADM MNrr YEBr/L40L L'ONM ZwA R oc. T. At NO /'OJQO "f �tL97. " *79°04'40'W 38.25 ,1W'ul�p 2Ai.SJ' " a 0 LpN•~ r�q 1 NO / '09!10 "E /960/' N00'44'?4 "E 53.9t' 4rArfI /3.50.0 hW0l* " " Eb.: /7QCIB DwwR: L/4L' -`as' f. RCE/AL74 Z7MGIY'7S 3 ?723 f ?43..Q'1 F rttC1510N FILE NO. AMG 0 1 191 JUN 10 1975 0 GROMM99 MICROFILMED ! 10 ,J PROJECT NO. •! `PERFECT "POMLS PLATE A RODNEY STOKES CO. /0 POR. too V. C. N COl/blf TO R1 i WKSTOCL64R v f/0 STORM 10=11y 1. �►.' c � L °47.13' r ?OP �, \ e N ELY. CURB ti k m fffIILCl� $ It7P ELY C8. 201 1(� 203 p ® h Pv acP 4 I�yc 4Y 200 Q © 202 PAVEMENT CUTOff WALL 240 ti U3 L/3 L 20I v 0'VC� Q L"Jt7/ > L L13 U9 VC O � � Q !' NI LIS R 204 Q L L/ °j q� y L13 L/3 U3 eK Q y PERS10. o O G/ o /L'GRAGI� owo 203 �� 204 0 �% I i N � � R /P- R4PBLANKET M 1� � � 200- x °�6 SEE DETAIL TMJS//EET �. ti (M /N EAR 2.4'. t 2 � v f 03 // Zq a�' ¢ "► �1ij co�rP 2ex ��0 20/ Lcl— 902 . o98r111 ��9 ,,RGP /�cn' 90.0 /' -B"YP 60 < /.�Sp Q) � I t�� 0� 6 644DE TO DR,4 /N ' /. G3/ e 0.5 \g ��� �% M/N. O �; e 190_ QCP CE MJaYN -- .t— oRiciN4Z cRaanrO N d " tlt t t Q ` ROCK KEY R /P I "' d 43' Y4 TON eZW-V 3'711,V Y ( RIW 'B"PLACEMENT) TOP Wl CB" a W / /0"Cl. /, ?OA3 SEF /[TER DTI'/. d h 0 200 2 A 9'" BY? 'TNkT RT'A KEI CURB RETURN Pi901�lLES 4; d 2.4i y a? SHALL BE/NSl ZZO .4,r rlZr STALES. WRIZ. P. 20' �— (P SrAUA1 EN WN D. ER Be VN VERT. /'= 2' 4 DO °) 7? O W'LY. CURB FC4C /F. 9 2.42E ST4,f0 L C Po �oo'vc fT /P- RAPdPCANKET QETA /L 190 �'R�. PROFILE: OAKBRANCH OR /YE S'CL.PERSTp. NOT TO JOY P/fYEMIfNI CUTG`f IN/NGlV,4LL SCAL ES: /BAR /Z. 1= 0' !/ERT. / = 8' WNL PER STO DWG. 61 Z4 14 /5 k /T NJL R fOMaAAW NM MAIN DATA *4 O C' MR TA° R7 7140Y CUr96 L /NE ONLY. ZAV 30",014. INTO 2'S" 2• " NO. DELTA OR 06* RADIUS LENGTH REMARKS EX /ST /N6 SEWER EASEMENTS S /DE WALL RE/Nf. 1 I NO/�.f'! 'E 70. S4" iBSO -O ADEN /L�4 DE LEIS �4DELSAS LEUCAD /A CO. WATER D /ST. Nola MOE L ,00 6o';�� 350 - SEE SHEET NO. 7 REC. 7-4-7,1,111' 73 - /9642Q BK /973, O. R. (4) - STD. /8'LEN6TI/S Of /? "CZ. 3 DUCT /LE P /PE @EN LEGOlt-MaSS L � '. rE — c W/A.0 ADAPTERS N EX /ST MWII PUMP MAN N. IMISET OF - S"fAIM9lLP 16LA Z�l �, "R) � �j�� z SEE T.M. 3/CO-2 /MPROVE1IIENT � — h 1 ti Q `I� b PLANS. iENt iNiTAS 6 _` // SCALE J " =40' N0. LTA OR BRG. RA LENGTH REMARKS 1 , FOR PI�F /LE OF/8'lTCP '°" /� 4 =G " ., 9EEShEETNO.// jB . RCP ' B / I B � " - CU - -- 9 +B 9B_ I / " "6 CO O PCR UT ff SEE O p _ M. EL4/L 450 /W R/PRAP P ) ?A - R 2 BV G q� P 7379 FOR /ON JU' O RC , ZOZ� 6 "CURB p R 2 4 ` OfACCES RAMP e PAVED DITCHES. ,RCP) / 3 Z z EXSTB "R'P , •E I �� TO A/N CURB L /NE �. " ER DATA Q h. i ..r c�0.5/. 42 "86 N0. DELTA OR B G RADIUS LENGTH REMARKS I 1 ti 6 lf� 50.0/ "VCP Q �tl /0_+80.97 1 -- h /D R Q I O I I TYPE "CS "GUARD PLtST, - z DITA /NAGS EASEMENT " Q W /00 60' PCR � I — - 1 — — PCR o� I 4 6 h I• c//rc�F wau REC. / -9 74 Fl _ r WA rER TA 'D A DOC. 74- 006233 — �— E �/����. 295 1;4 PB9 o l � I TA A� Ad1A�(/S LENGTH REAM" NOf'OJ�O "E 4(9.0/' !0 "ACP /J.00 /1 w? M A X E Q9l' MNC/f OR/Vf � a/ < h k ' 4 "E /0 3198 g .4{'fN /DA OE NO/° L.4S.4Df(S/IS � � � `�I � -� Exisr. MHao ✓USrro 68,4oEas AE AVEN /DA DE LAS ADELSAS SEE SHEET NO. 7 RICK ENGINEERING COMPANY O PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS 0020 FRIARS ROAD SAN DIEOO.CALIFORNIA 09110 • TELEPHONE (714)291 -0707 DETAIL ' NA 9D C � IN ET PRIVATE CONTRACT @ STA" Bf 99.97 S e COUNTY OF SAN DIEGO ENGINEER DEPARTMENT SNEETS 1 /�S I�IR/ SM!lX) (tsNIlrBRiOWCN OR /YE) G FOR ALL OTHER DETAILS SEE S70,09 "0 - 7" PLANS FOR THE /MPROYEMENT Of NOT TO SCALE OAKM4KH OR/ff CONSTRUCT /3WvO /N ENC /N/TAS ESTATES UN17 40.3 BED TO LEVK Of COUNTY APPROVED CNANGES OIYEI,,. J OPPOSITE OF R/P R //WP w SPEC /FIFO /40ff Me, �� A iw � EENCH MARK D. C. 0077 ed h �l5 r'i {t�1�lON KL Ooocriplio9: APM ° T ' ` -� �C•^ 7 /'S• %� 0 Al 3 Af 11,F T11 ON ZZ AM& ubdividee Ee i°eer /.IEPUT a: SEC1 /DIY 4 4 -A ' L @T1AtES / YCPe1r E M «. MiCkUrI+.1Viru MIC �Drst, NO SC LE /} a �u•"^= 7��I77 En`In«rofwork Ckeckedby Rot From: N(jRJ# L'DU�VTY Yffrl A[ CGIYT�� D 9 I Z ,tOC at. = 7Z d. 1� Doom: L/_i L' 6 v •� c1 �1 1 . APpeva d [s ,fCEJ� ?7Af.4r7S FILE NO. PROJECT NO. J104 'PERFECT "PROFILE PLATE A RODNEY STOKES CO. V NOTE HG9TER L /r1E /9?A� /LE /8 S/ON'N 4712 MOD C UNDER 8%Y. ClR9B fi9Ac /LE V o Q ` ° j� °� 0/i o ti� �� 2 4712' 2P51�� 16 �� �Q � SLY ti titi SLY CB. UrYB� �, �., ° a d.OYF dill c1, . Q p o h ti o � ,033EML�[Y � �, `�' � ``� Q Y ti TOr°OfCU•YB vc vc _ 210 _220_ � �� b o v � /4 ' C. TOPOfCl/rQB ti o o� A d � v v S `ry CB. �r° s� ° h �° ~ ' 8 ; h ti 0. ° Q'M /N. 70V \ � \�S'L Y CURB 4'MIN. ti g ° N � \ °4 �. � � # NVER� m °O N 200_ ovERme) • h o „ _ _ PROF /LE� CU/QB RETURN O , �n \ ; � / 'VC � \ \, ti `� ° _ ZZO SG4LE• Hatiz: /: 20' l/flT. /' �' MOD VC �`, `` y , /0 `� o cc o;, o„ �_2 �\ �a� h V.0 � � ( o , w � ,• )) . p 4d ,fr' � .54 RCP o v `., `� � � / `� R ti N h 210_ o� �o . > `\`°� h n� y'tio _210 W �0 ° °� o p� o �°,� �� ER �� O N �'� ° a `.' ti I G��U RAE SEA y y ,,� Ln °� o N 70� P ti @ cs is do ' , oo g� EX1 � B�CP N� �� ,� � °' / 3' N _220 200_ c� . • ti TQ /09.87 pN7Y CU/18 . oo h L� W h nI h � C@ .OJ 36 / / / /. SY° 7 fZI �Q6 "i9CP o� \� NZY CB. \� so cat 210_ 0 I0, N %Y CB. "-K Nis �� a �� ,��� �; o o ti ( _198 ' L, /90.00 EXIST M.17 °?LL+ TOPNLYCUHB �°, o o h o � � O /1.2J�1e "RCP CONTif,,VT0r9 TO vER /FY //3.SO rL 9 200 � b � ,'; � EX /ST. G .4CP CCWC Pfl /OR TO CONSTifUCT /ON 3pPJl3 RC/ ' M049. VC X. ENC4SW 1r,0&E ZiVffV,4/N PROFILE AVENIDA D£ LAS ADELSAS F /B "STDRM DRA /N � h � SCALES:11ig I " =ao' WWT / " =a' C!' S TA. 9 280.4B ° o SCALES 1491 l - VERT.1 '4 b � \ � p 10 I1 12 13 /4 LENGTH /NV E7Elfdg LOIM? EX /ST. �Y (FEET) P�P17P. L /Nf STAT /AN UR ATA 2B/ /5128/ (F A? YT /e /9449 9 * 4 0 h Ab amrA QA sm RADIUS LEA w REEAsms 2B2 /9/.40 @12:97 /B /94.73 9 */B N 1 Ne7'd94Z r 119-71 6 "T)lE "G"CU/td 2e8 /96./C@ /2i9T M /97.88 844 d =993 /020' 0207' " 2e< /9dBSd?/2i9T /e 10 %09 7 *C/ NDD'•f/'Ai/V P /.CJ' A, 289 190000o /ZiPT /B /9d t6 1,9*99 /4) -,f TD I8'[ENGTNJ'OfI2" LIZ, 3 NOd• 1I¢39 •� 29S /90.SJ @/2127 /B /98.5¢ /0 *IB DUCT /lf /iPONP/PfC''FOCfLOFCifOff " iii14C. ADAPTERS e "t9�J0! 290 /4240 9080 /V /S /ON BOUN OAIfY Id -W O X 1 00" 30 4712 o� 9ElYER I�TEN,4LS LOTS'?effTH•YUPaB t� •'IOtT�t90" 30' 47.12' " Q /NCI. A,PECOMi°CETED. C,4lE.t34 ° �" OAKBRANC9 DRIVE tDATA r to ). 'd = 03 29'/2 A-29 09 0/ `� ° LOlSPd/, tG2, ZBJ, PB¢, PB9, 6 291 TO BE SEE SHEET ' N a NO. 6 R-34b N9B 'Ji'O6 "w 116'.40' „ p o COMPLETfO PER 7,4&er ABODE. Z= L • 152.63' 3 T•304a' / T 78.0/ sD ti Z NGB;f %Ai"N' 29.CJ' 4,§ � T r� _ s to " „ y I �R� d =03 29 /t 9999' S9. C4 o °'I QIn Z NB7tl94Z "f Zw, /C' N " Q 287 /* e8 �� p �i� 289 55 S ORM DRAIN DA A 2 0 @J s Flo • �� I� �� ti� E°'� 6 �,Z y � \ / a 286 285 t 1 � I �' a AV DEL AR BRG RAD /US LEJMGTH REA/ARKS ;� of ��� q �• �, Q �, * `� �I P z > �. Y * Iti o v o lg 2�0 Flo r E _ �J0p� 3 " " 1 V .� • o M �Z�j b Z @ CL W 4 S �Q I oC1 ' w F c a a ti � � o ICI `� � � I �- o � � N87`.A94PE 0.47 36 /9CP //.9ro-OJ / IV j • w � " Itil III h `I I � e 3 C Ot °°'n 3 ., 29 /2 99b O. Be Q o �� Q ,I 3 w Qlo �� "�� NB8'J /DIC "N' 9.16' " 3 v Z ' ``� I ``� I� Q 5 rII �� Z °�+ a �G CUJlE C /NE `" `` o �i N/ �l ,f4 E 32.21 IB RCP /3100 ZJ� 2 I I 6"B.V 4 - f �� $ Q g �. _ _ _ • A'l•QlJ4"E /Z. tJ' /8" RCP //310 0 B„ P Ta" JZ T 6 . , " J 1 J Ne7 °39'42"E TMONc�. L 30t�Gb 4J 2356 d8 .9CP(/35O 2 E� _ C AI /Px6 It a 'mo Q 13 Zf� 1 I� W ~� I� y L9. � 1 v Flo d �� °�� I� o� I �+ v �I� �' f./ 284 °°J I�,, a h / ' .o RICK ENGINEERING COMPANY Q0� , o I eQ o 293 1 V e �p'�� �I� I i O�Q� PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS 3�y C�2 °'I� N \I� � �� y N!0 FRIARS ROAD SAN DIEOO,CALIFORNIA 07110 � TELEPHONE (714)201 -0707 @J Z `� , 283 o, LOT ZD4 �k+ p, �Z�OZ REMOVE EX/ST36'FICP h n o cshQ o PRIVATE CONTRACT a HEADWALL `R/PRAP `+ °j� \, �� 2 /Or OIN � a SHEET COUNTY OF SAN DIEGO Sb SEE SHt ET NO. 5 SNEETf ENGINEER DEPARTMENT 11 � f4VE0 D/1CN L� WA MR DATA 04KBR.4NCN DRIVE PLA T NS FORH ENT E /MPROTMOF NO. DELTA ooR BRO. RADIUS LEAWN REAWK3 DE7A /L ° /7 MD /f /ED A /�EIVAY 1 NL97•,3I9 /99 4' /r ",�cP ND/lT .4 N /DAD AVENIDA DE LAS ADELSAS A -0971' /1" /0/0' Cl. 4C' AVEN /DA DE LAS ADEL SA9 S1A. I D ¢ 7� NOT TO SAL IN ENC/N/TAS ESTATES UN /T NO.3 ry NBB ° f /'�r "W 6166' COUNTT APPROVED CHANGES BENCH MARK QC. 0077 { ' APpovod " " N0. DMa1pIM Ahe."ed Dat D00Er1�NM: "• / 9 rritG1�i01�1 PREC {SION 611 TSGY1 1 /9EV/SfD fifY/C'f lATfi°A- La ,47WN. J s.�dl�l.lon En In.« S EWER ATA G..w. 7 /,�°i,� J , , r7 AUG n, r ' 'Sf'AC'N' /19.39' B ",4CP Ab DEL J401R RA JNOhi LJ£riCf7)'/ REMARKS N CGt^AT /D Cho cked by �eoc B /" gpnr /¢r/S6. ,� ' Engineer of work Cho MIC eve Liri�w MICROFILMED W L•/V / N �,0 • " (� . f\ T. At E 40Q7 J7p ,f/Ai"7w 9011 B Y.CI. - , R eta r d FNRR: ��P1/ , l c/JIUiYrrYE�fT /ca[ ZMirfQ[ AA74 � �� °JAM/ Iy . RZ; - P3•/9;1P1" 3A9' /3P.63' AV SCAL 1= 5W El..: 174 CIA Datum: u_c�_ s. t rt E GAIQAA'LSOM RCE 174 ?7M4r75 3272'3 FILE NO. ,I PROJECT NO. S1D� 'PERFECT•PROPaE PLATE A RODNEY STOKES CO. ~ 6.09' d 7 8 /Lf , ' ` 16 17 f6 1104' /3. 1,101 /d/9' 1B. /4' /� /Gt/ ' /B./ ' /3' 913' Ima ?30_ 40 4A k t b V 4 b V 0 h e / so r ti ,, 'y \ �► b h d t� b IN ti N!Y CB. V ti* ti �, o 220_ a r o m ti�,o NLY C8. 220_ vc VOL c; A10 ✓.0 v ' C �' ° _Z /0 a ti Pi�MIM CUL-DE :SAC r000,4 \ 12 Q �� IS o sC!/LE 1"=40,'11a'rf "=B' OR /G/NAC �/ \� `� TOPOfCURB GROUND � h Q Qa W 210_. rpo of CaPQ moor &E " CUL -DZ SAC. \ Q �, H •', v'� ~ Se 4LE HOrf/ ❑ 3 ZZO_ �� Z 0, 2 ;g ► ane a 4o vc �P20 2¢29' - I 372d' 46.48' 70W. 1 4 �ROUNO 2f0_ �19 O�c q \_ ¢ ti N � <,� 0� N ti • i . 210 \ ,Ar j 4 ° \ 4'COWfRM TOP Of CUr9B o N �o �� `� N �° siti oa ti o o . @ ° o of ��•�� dVIP , �� o �� N° 22Q Z /0_ � i i ��'� o Si9B 47i2 /100 1.99' 1199 4300' o /Z 79' /i7® /Z 7& 4'' lc79' SCALEHOR / "= QO'VERT.1 " =B' 'LY `.B. p yi " °j V s o p tB6' �; o S'LY CB. '�, P /2 �lI a/J °/J e/3 . O 0 m i Ilk 43.6J' N �' 1g% ti m c i s o MOD. \ W o a e _t /2 kN1 ° ° ° o 2/0_ ti TOP Of CURB _ 2/0 ° m ^� m 4 R l!C o 0 o N VC / 1C N m /3 / /3 V Z 47.12' v `� Q c a ° `t °�3 41, °�S Q �' n ° 2 TOPOf CURB �N o Y o i �4 Z3 o ° o Q o d o 208 _ l4 Tovofcalra N yc -ZOd 'I p6. _210 13 PROf /LE: zg&& RETUrfNS 0 70POfCU/PB r ���� �� SCALEHORI"?0.l1M71" =4' PROf /LEj EL 1 TERRACE EL Y4 CDURr scALES: NOR 40; VERT /"= 8 1 NoIE• WATER L INE PROf/LE IS SHOWN 205_ PROF /LE CURB RETU/�NS _20� UNDER PROF /LE SEWER DATA CURB DA U 3.54 ,P5s DELTA OR BRG RADIUS LENGTH REMARKS /N2 QELTA OR ORS RADIUS LEWrH REMARKS N2d'00W "W 124 C7' B "VCP D=9 30 0wx" ' 4711' 4 "76PE "GY11M NArwzo"w /50.5/' " NMes0'm "w NJ?B'SO'207 VOW, 150511 0- 303038" WWER TA D °/9's240" 7D' 14.29' 3.53 AV. OarA GROR t RADIUS LENGTH REAMMS 0 .40.06' ti �. M N1?joxm7t/ 14t59' 6';4.Cp D=4C'41't9" 32' 26.09' " 0 *00 Ril,4 TEf)Wz' q�s /o'- "� = 0 *00 EL VA COU�l1 *Afl's0 PO "W /�. fie' �� d•173.7¢JD" 3B' /8/.94' 11 � ° 9}/643 0,4 RA01Or9/VE Nd�'SD'?1I "lV /90.00' 9 0.46'42'29' 32" 29.09' S�7 M. fl N 3 " " /O N2 ®IY�L�I "if' 3755' " , 4 P66 . 11 D =60�0'ZD" 30' 3/. BC' " It NJ1D'SOYO`W 7788' '� 93 P SEE SHEET NO. 5 U7 35d? sly. B9 i 0 w �lavp z i4 NM'so'20' io 26.09, „ QC� B , B�6P.¢7° aJI /7 d= 273 JA` 3B' MI 94' " 19 D 4 / ` $ 6+ sr. N� 1sRC : I Q cy o�� L sl7c p . 13 Ja = C' 4t 't9" 32' 29.09 , g9 P � l NBB's0'20'lY s /.OS' „ z ° 9g oe Pcfl 30' 4712' f•11.OBEC f rp' A CAP Y 4.605° l 6 6- L °i 8 ApSEMBL •• � 269 2 3.50 �'k ,ST_ MES /GN ®i.I , !` � oy� SC ALE. f "=40' 9+6243 9•cr.¢31 Pcf � �� RICK ENGINEERING COMPANY P Q PLANNERS ARCHITECTS CIVILENGINEERS • LAND SURVEYORS 6940 FRIARS ROAD SAN DIEDO.CALIFORNIA 94110 TELEPHONE (714)491;0707 r' \ 349 I ° PRIVATE CONTRACT IF 74? 171 � � h I i © h m 270 SHEET 348 hl� COUNTY OF SAN DIEGO it D,47,4 OIL 8 ENGINEER DEPARTMENT SHEETS a=co°so2o" 0_ AKBRANCH ORNE ¢g PLANS fOR THE 1WROVEMENTOF� R 48.d4' SEE •SHEET NO., 5 T=17 ' EL VA TERRACE 6G EL 10 COURT COUNTY AP MtOVED CHANGES /N ENC/N/TAs ESTATES UNIT ND. 3 F .<ti31510N BENCH MARK C. 0077 EL VA TER ACE EL VA CDU/QT D t N.. wcrpi9n Agr.vd y D.►� , " d h I APprev Pn" A p.� �c..;>�Jiv D9seripi9n: a I �,p 1 •" Q �E!/ /S ��.fl� /CEI�OIfiP.4! 4 kdIVI {IM ML r1 ' / * /a" /TS W,koe Iwvj&4 REV/&49 ST9EE7L1alIr E M.« •f ~k C k ) !ti{I _ %2� +¢ I'�_TJI( 3 L Al /O S h✓wis R.e..r F...: _Ad?rH d'/NTY EMACAL CdVTBOL GAZA Af M AFROC ate T Al G._. " /W.? EL.: IMAM D40%m: us c. � 1 2 2 .1 ���� • In (.� 3272-3 L r E f QR/ELSM R4( /I /N 27 M�4 I'TS FILE NO. PROJECT NO. SIN 'PERFEC r.A0I1L9 PLAT[ A RODNEY STOKES CO. h 4 Nil NOTE• WMINE PROF /LE /S ° N "\WN11,46ACR S'LY. CURB �iJ ta90 ti CO/ n, e.-- ....,.-. -.. r. ' /eras' am" fQ " Id m. /,w ' /,?U' 1Nt4 %22d C} d L 3 op / fGa y p DQ- ha a2x L /3 TOP Y cu RB le pill 14 N o o o N an 5•, L/3 L 3 L13 H V.C. n, h r z97 PROf/LE. CURB RETUR s a "Afi a � T oy � car�tq p L S 6fALES HOR /Z / " =2PI', /ERT. 1 "= 4' o v M 4' COYER M��7/ TOPS7Y�_o 25ro CTf'P �'' MIN C OVER Bi M ti N / 5.99/ TYPE "V ti 4 '• ' PROF /LE OFMICffLE y o / ',/ q 3. liRA%.YO o° �° / B a, o SCALE �� (� o o S HOR /Z. / "_ 410; VERT. / " =B' 5.1 o �. ° Nv N� tl h �`'� �" ti� �,� �Q °p O. S'CLEAR /00 "I!C. / O 240_ WQI,aiN1 @ 4 62° °h � ��, 0 "RCP v � � o / / g •VCP _ 'C' d o % 550 g "yCP @ �' N / g CP �' 4 62 / g � � � o o � � � �5 tiff C� LiJ In 41 Op 220 30 "RCP ti b h ti � 240 �, W v L13 L13 L/3 TOP NCYCURB �1 TORNLYCUiYB �y p > � h (\ o QO � N � /' •. `° "� � � L' 54.84' � � �, N '` 9 � �l �' '-mow ... •.w += •_", '. 'l�� ?s5 �, PRORLE CURB RETURN SeA115: HOR /Z. J'= 201 BERT. 4' //' /0 / PfIDF /LE P1 0450 37ATT l g•RCP @ SCALES: AN 1" =40; DEBT 1kB' . -,T D (1 f 2 3 4 5 6 7 B 0 0 o v 38.10' I ND 1 SNEE'f - SEE- GE RIVER / a.09 PC R p LA O E t t ��' f 5474 D =0 °4841" \I � RI MATCH LI ' 1 w- C 1 7 B' "41 � 327 328 329 .430 331 332 333 334 335 336 w w b b * I� , ,9 " B +32.56 M. N virs It v � Ac'/ • .L— 'p —�_ - ' � SCALE.• f "= 40' S 44 Tff "4.4 "C.0 e l NBB °f0' I L /M /TS OF 0 +13 /' w � s T 13 @%0 r � 9 _ y � II � `�h� hw Ai w w w W w 4 +/_5.95_ ° o h h0 ti o I R I y Q srJw�+f�(sisN PcR o z o h x o of S x 3 Y x v h p /0 =' w ` '✓, C Ldod , � b � h � b � hl °- D= 004 d3�? of v h u? l n R =4B' h �I L= 977!1' �I� of �� T• 6225 32'5 324 34?3 322 32f &V 319 318 317 SO 31IG PRF v i RICK ENGINEERING COMPANY PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS nlll�. 9920 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 . TELEPHONE (714) 291-0707 MICRUrILMEO (( PRIVATE CONTRACT o ld I UR A/ ATA PEGASD STREET S HEET COUNTY OF SAN DIEGO =s l$ 17V. DELTA y A �y- R /� AM R/9 ' { y�/ / /� IS LGI / / / / I � 7 / ^ ' rG 19F Y /✓ // ' ENGINEER DEPARTMENT f V W 25 W 52 ' 6 " V " CUR W SEWER DATA WATER XM PLANS FORTHE /MP DYEMENTOF d1 90'0oY7" 3 0' 6" ca R8 PEGASD .STREET t�' QUId 9A T R N K TA BRG. RADIUS LENGTH REMARKS N98'soo3w 688.56' 6" "G" M RB &if" ON IV DELAGEDR/I/E J /a? 43'43' 199 54.84' 0 G" CURB " 003 "W 3 B"YCP W 96(0/ i9CP 350.GYY 8wArf N3B' 'GYo E "i9l'P COUNTY APNOVED CHANGES /NENC /N /TAS ESTA TES UN /T N0. 3 J = 0° 49'40" 1760 2493' 6" G" C/�S?B 50 W 71.17' "VCP N/ 6'W 2 . ACP 6ENC11 MARK 0. C. 0077 . A a hai N /3'33'46 " ' " W 59.67 B{'CP N.. D99eri�fi99 A y D9°9 ° y� Pw d = /9'54'/3" 70' 23. /0' G" "G "CURB D9seriPti99: j ,c LOWt'R 6A'AiOfS. JT,4 J�00 L04A)I C d' 14355'/2" G0' /50.7/' 6" "G "CURB N/3'33 6'W 2/. S/' "{' P 7/1 " /�� rl•i•n E Iw••r Maur c.unr7 En M «. JEX�it E !./!!SEAL d 29'35" ?7' 23.79' C' 'G CU9B ... 7/1°l�� y' Eiylw..r •f wer4 y p ^ CF�4 a T k 9 109 W 6!07. 6" "6 "CURB REt/ /SE GRAD S. �1Q�, . _,. p /��� EI••: 17Q. 9fB D owns: U.S. G 616. S. AFM•r• °�• LYLE i. GA8/1/EL f / 27AMY 70 �P — a� Flt1:CIS10N FILE NO. MIG1�q�ILiNt a PROJECT II `PERFECT'.R°rn.c _ PLATE A RODNEY STOKES CO. -. 1 144 471 ImII— e fP o 4/ 4/ o/ d/s Id/s J13 � PROF /LE= JTGi�MOR,4 /N o aI o o "" SG4LES NOR. / " "ZO'�ERT / " -4' 0 $ o o 0 tS0_ N 290_ o °O� o� T Z D. S iV! /N. CLEAR h a ?a0 2 �'- le�~AC� PROF /LE CURB RETURiICS TOPEZYCURB ti \ TOPELYCURB \ o h 1 /354 p) SCALE NOR. t" =10.;1/E,1'l. / "= 4' h n H o \ N \ x /Ll� a� a5 6RDUND O \ � d TOPELY CURB �, d b ` \ "� �' v �' ti TOPN'LYCURB ~ � � B "Y.C. ommo _ ts0 ts0_ \ .280 ti 230, �� aROrrNO ° °� 4 � f� -210 0001 00 \ _ \ /00' nano. v 26 tie o o GRaiNO � In � o NLY C46. WIR 1 ?t0_ to-, ! o _200 a � C� � C � h 0 \ �7 �,tih� �w h ti w `�ti�: ti � c N f/N/SH E GA4DE °� \ 3B , � ti ao `�' II TOfOf CURB �'' d• ti ti � � ``' • � � f /N /SN F GRAOE � o � � J 230_ — � o o o, ���, _ 240 g sS P. I O _2 -ZA'1 P� Q, h ti a o z i aCP p 3. /> o h h TOP {VYY CURB 9/" 2C`36'ClPP - � i v TOP it''LYCU/IB \ N V�l Z4 O \ \\ h W ? �' C730 10) @22 % h V _TOP W\ CUr9B b d NOTE WATER L /NE PROf/LE /S �, „ �, TOP 9 LYCURB c �! h ° ry ti N ti h o \ _P.� \ \ �P SHOWN UNLIE�P1"LY.CURB. ° �� /N P.C��� �� �h �, \ 2 ML� 1v �, \ _ Z/0 /� ti + k PROFILE' DEL A6EDRIVE � � � � � � � P�T ~e�z S2ycd. AA e16 D 6 e% a/c DIG "`•"°- . �' SCALE HOR. 1 " "a0' INERT 1 " =B' a� '` "' ' 32.79' N h ti ti - .y �ln• >a ,..•. ". '�.d.,.,. � �, � � � � T� —� i 4.97 \. 74 PCR ti0 �c /Z fl 9 to » /2 f3 �" Af C 17 /� 200 PROFRE� KNUCKLE CL. 3 0' 30•YC 'Y 1 OT L'I MIN. SCALE'HO : 1 "= , V f "= �, WATER DATA ,,/ `' w_ ��� S4 RCP "'�' K N . DELTA OR BRG. RADIUS REMARKS LENGTH �,,,,,�� o ti oN P Q C " " h o 00 0 0 0 4W; Of 5 ,DUCT/( /R011 /Pf 2 / •1 37 32 /7 . J P o o �, ° tiN v 4C ADAPTE 2 Nod' 00"W /8/. " P `� :9 `�' NZ8 , 00 1 00ow 8100' " CP I ~ X11 347 �. 3 . s 344 .345 346 � � Z . SCCALE.• 1 = Oj� Y rp 3 SCALE / "a40' 4.4, Ies �I� o I Q S��gC � I \� \� 11 74 (9 4 X WT. bx�� `9 NB8 °50'08" RA ° 3 7 I TYPE "A 6 "CO '9 0 - o ,� ,xrrt,•"w ' I e � DELA CT. «� sQ – — B�Y�CP `� SEE SHEET NO. 4 /� S� ✓T, /°i / t / �� .o ,� ,� w I /3 /0 — =J2 OZ916';< OAnBRgNh'D�9NE AV' Q SEE SHEET 11 �' /� ItZ40 N11.W' B w j I PCR M. H. No ¢ °h� = fOR CONTINUATION /0 �� w r /P�s09C W 90/ \ o v I Q I 0 LOC.4T/ONOF 6. PIP III RED!/C'EJPS �I� Yeti \ox �� � 3 B W /.4e 4041 'RECi510N it DATA \ 0 \, \ti h if 44 � � °.� R - /�7d' T= a a' 300 299 29d ?97 MICROFILMED DELAGE DRIVE xti RICK ENGINEERING COMPANY R T DELAGE DRIVE �� " • �\ " \� /�C� No. B S E WE R ATA PLANNERS • ARCHITECTS • CIVitENOINEERS • LAND SURVEYORS M') LIELTA AR AW RAMS LENGTH REMARKS p DELTA OR RG RADI LENGTH REMARKS 06110 FRIARS ROAD SAN DIEGO, CALIFOIh11A - 97110 TELEPHONE (714)291 -0707 / PRIVATE CONTRACT 1 d ° /3'3732" /760' 41655' 6" "G" CURB `�O� x 0 ° ' - : ;. x � 1 •/ ' '08" /778' 49' B C 916' 42711' 6" '6 " CURB \� ti P N 8' 02 4" /7 9" YC P fQ d•13 17 SHEE •• s Ts O \ COUNTY OF SAN DIEGO N28 " OD ' Q ' I "W 181. 5 7 C°" "G' CURB ��c 4� ENGINEER DEPARTMENT 7 1 "Y N28'00'00"rV 181.57' G" "6" CURB \ ti 3 0�' �°� �• 1' B'4CP PLANS FOR THE /MMIII !1 N28 "W 4695' 6" "G" CURB °^� Y `v d° 60 " 30' 31.&g "G" CURB " ��`� DELAGE DR /YE N88'50' W MARK 260.33' !o" "G" CURB �� / Im- _L1'901ax" 30' 4712' G" G " CURB $T RA/ R IN DA �0�` / �� CORARTY APPROVED CHANCES /N ENC/NITAS ESTATES UN /T NQ 3 IL ✓ BENCH BENCH O.C. 0,077 AFw °••� PIN IN I 9 d• 90'00 30' 47. /2' 6" G "CURB AV ! "LTA OR AM I�AaW LEMM 14��IA14ffln � � b°' � H9. D""yn" Ahn"9/ b Dow D999r1p►MR: ' " NddS0' " lig ZO W P25.f7' IIAi' "RCP ,ODJUST6,fi0DEJ ffWLf "JVM tac�rrw r. Io NB850'20"W 213.38 G "G" CURB ' ( /wo �"� T f .,. 7/11 Maw T .LL. E. 1•»« r c ° ".f E. 1„ «, 1t d- ag50'G18" 70' 3279' G" "G• CURB NO /'09'40 'E 8.00' /d "/9L'P( /3f0 D X � ®fIEY /SED "llrer C/JTER!/[ �„�i,... Of waw Ch *ck.a b Z A(MIA( L'DUA 125t11GAC DNIXOL WA Roc, T. A L AT/ONS R ".Fl I.: d•/14'30'35" 60' //9.91' G" 6" CURB A "E Zd00' /d "nom( D n OFF»•• N t3 d °2� 5008 70 3279 6" G' CURB G•P959'310 76 39.ZC Ji""�9C'P </ 0 R 8, 6RA/.�5. 7 „ Elw: 17a_s/e D«9R1: L/s/ LO Ly EF. GABR/ NA I " " nMAr "i / F'r%Irt:15fON FILE NO. 4t ICRt?F +l lii r PROTECT MO.�fLi "PERFECT " PROFILE PLATE A RODNEY STOKES CO. H� Q 2 v P30 Zvi F�isT,�. ?ems 21YJ a ,flN�sHG 200 NO NO IZ h ',44 h p o �• O LOT 301 Q �' at LOT MADE ELEY015.2 N J Q o oP o COrYCRETELG(� bit! /NCLfI /95 235 N h 05- /y11NCL U35�.p1 CIO B'ACf /90 IS r RCP 3.2 230 0. JYYEAR MIN �W 11350 '0) 2cTc 34 N � EX/ST 27'A.C.P. c ti ti� 170.00' Q ti INS PROF /LE STORM DRA /N 'fl " 2C0 J�96' 20028' SCALES HOR /Z. 1' -40' YERT / " =4' STORM DRAIN DATA TA OR ORG. RADIUS LENGTH REMARKS '35' Sb' fG LCa' f 2l N74'1749 28.90' 4T" .P. 171ST 27',ICP 3 */593 /3'RT 3 4 / �� 1' 107. R TYPE A-4C0. d N /MX / 1 R. SUBDWIS /ON BOUNDARY 1•1 / PR /Y�7TE STORM awww l6' '4 '1 "E 640 ' 18 y, ii $ � L20PNIN TYPf ;l" /NLET PR/YATE STORM DRAIN � � � f� %% /NV 23 TYPE T I v a 10' o YPE A4'CLEANO//T /NV 236. s _,,; ,. � 1 ,; I ' `� PR/II•9TE �,�,�. L /J-B6.9B@ 10'LZ CE o Z TYPE 'U" /NLET �o _ o a /6 6395 63 LT o II �� /Y 96 `I 96 0 SEE SHEET N0. 5 94 / SS 10' ORA /NAGS 92 250 +35.62 155.25' .) EASEMENT C , 14' TYPE z J' JNLET STORM DRA/N W z TYPE'A•4"CLEANOUT N• RICK ENGINEERING COMPANY PLANNERS ARCHITECTS - C / \ 5620 FRIARS ROAD, SAND EGO, CALIFORNIA 1 210E ) TEL (7141 291-0707 SU 7 PRIVATE CONTRACT SHEET COUNTY OF SAN DIEGO 11 �� • �� ENGINEER DEPARTMENT • SHEETS • PLANS FOR THE /MPROWMW Of o r STORM DRA /N COUNTY APPROVED CHANGES BENCH MARK OC 0077 -- No. Description Approved By Date PProv A 49 ; Location: SCALE /' =40' Description: _ /Z 2 0 " STEEL P/N /N CONCRETE MONUMENT yRrn far A p prove STORM DRA /N 'B ""�`�� �"�' '� �" / u division Engineer /'f/TY County Engineer -F Q ' / O Engineer of work Checked b Ht�_f T.M. Record From: NORTH COUNTY V IC A L A A ROC EI•v: IM Datum: C� q —_S�. tG•S � Approval 272.3 F &#Mljaiv ACE /9124 z 7NW FKirCi510N AUG 03 W1 FILE NO JUN 10 1915 MtCROFJLMFp MI(:KVr /GL PPOIFC' NO R �