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6031 GENERAL NOTES: COUNTY OF SAN DIEGO TRACT NO. 3960 -1 CARDIFF CARDIFF SANITATION DISTRICT ® SAN DIEGO COUNTY OLIVENHAIN MUNICIPAL WATER DISTRICT 2 WORK T O B E DONE: TYPICAL GENERAL WATER SYSTEM R= 1. A PERMIT SHALL BL UBTAINED FROM THE COUNTY DEPARTMENT OF PUBLIC WORKS FOR SEWER NOTES ANY WORK WITHIN THE STREET RIGHT -OF -MAY. "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC 1. MATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF THE OLIVENHAIN SANTA FE DR. °` DON TH ESE I M P R OVEME NTS M E NT$ C O N THE FOLLOWING WORK TO BE WORKS CONSTRUCTION 1919 EDITION, THE 1979 SAN DIEGO STANDARD SPECIAL PROVISIONS MUNICIPAL MATER DISTRICT. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICA- DONE ACCORDING TO THESE E PLANS. THE CURRENT SAN DIEGO , 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STAN- TIONS ON THE JOB SITE AT ALL TIMES. COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS DARDS AND AS APPROVED BY THE MATERIALS LABORATORY, TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN II v C:) AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION DIEGO REGIONAL STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS." 2. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE 9 o z STREETS AND STANDARD REFERENCE DRAWINGS 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN GOES NOT CONSTITUTE APPROVAL 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE SHOWN. PROFILE IS 48 BELOW CENTER LINE FINISH GRADE OF STREET. WARWICK W N z Y w a OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 3. INSTALL A MINIMUM 1 -INCH MATER SERIICE TO EACH LOT. METER TO BE LOCATED 5 -FEET �_ AV a SITE 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CON- 2. PIPE AND BEDDING CONDITIONS. FROM A SIDE LOT LINE. A 3/4" HIGH LETTER -W SHALL BE CHISELED IN TOP OF EXISTING STRUCTED, CONNECTED AND TESTED PRIOR TO vONSTRUCTION OF BERM, v B1 IN HAM w CURB CROSS (A) ALA PIPE SHALL HAVE 4 MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH THE PIPE. CURB OR IMPRINTED IN NEW CURB AT ALL MATER SERVICE CROSSINGS. DR D GUTTER AND PAVING. (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO (6)SIX INCHES Z - MANC 4. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS IN THE WATER MAIN PROFILE. o P 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE- >� DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. 5. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE WET. THE TIME THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST �o (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX INCHES AND DURATION OF ANY SHUT DOWNS OF EXISTING MAINS SHALL BE MADE SUBJECT TO APPROVAL l ➢' � yyc c9 � _ OF OUR KNOWEDGE THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON MINIMUM ABOVE THE PIPE SHALL BE 3/4" CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BY THE DISTRICT. THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER, 9 / IMPROVEMENTS STANDARD DRAWINGS LEGE MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER 6. A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED Z WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND ON THE PROLONGATION OF THE STREET RIGHT OF WAY LINE WHENEVER POSSIBLE. STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE ENGINEER. AIR PRESSURE TEST SHALL PREPARATION OF SUBGRADE A A.C. PAVING..(SEE TYPICAL SECTIO ... BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVI O F INDUS N 8 NOTE 2) 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7. INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY FIRE DISTRICT, AS SHOWN ON DRAWINGS. \' D (I 6" TYPE "G" CURB ......................... .....G- 2....................... �' CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDER- 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. S -17. PRE -CAST MANHOLE BASES TRIAL SAFETY FOR ALL TRENCH WORK WHERE FACILITIES ARE TO BE CONSTRUCTED FOR OR TO VICINITY MAP 6" A.C. BERM TYPE "A" ........... ....,G- 5 ....................... GROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. BE TURNED ORR TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT. COPY OF PERMIT SHALL BE (NO SCALE) f CROSS GUTTER .................................. G- 12...................... TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING 5. THE CONSTRUCTION OF SEWER LATERALS PER SDRSD NO'S 5 -13 AND 5 -14. LATERALS SUBMITTED TO THE DISTRICT PRIOR TO START OF WORK. FACILITIES. SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. SIDEWALK ................................. .....G- 7,G- 9.................. . 9. FILL AREAS AT MATER MAIN LOCATIONS SHALL HAVE A RELATIVE MINIMUM COMPACTION OF 90%. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS STREET NAME SIGNS. ............................ DS-13 .................... . L ELECTRIC COMPANY PRIOR TO 6. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER. . " STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH 7• THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE SHOWN ON 10 FIRE HYDRANTS SHALL BE " JONES" J - 3765 COMMERCIAL TYPE OR CLOW "860 WITH A MINIMUM OF SEWER MAIN ............. ............................... COMPANY E: L E L E C T RICAL . . ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. 36" CLEARANCE MAINTAINED AROUND HYDRANTS. 6" STEEL PIPE POSTS SHALL BE REQUIRED WHERE 4" SEWER LATERAL . .............................5 - 13,5- 14................. S NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE HYDRANTS ARE SUBJECT TO VEHICULAR DAMAGE. MHr� 3 UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES 8 ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN CONCRETE MANHOLE .............................. S- 17 ...................... � AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. 11. REVISED STANDARD SPECIFICATION FOR STERILIZATION, SECTION C -1 TO READ AS FOLLOWS: ELECTRIC COMPANY. 9 FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. A CHLORINE CONCENTRATION OF APPROXIMATELY 50 PPM OR THAT WHICH WILL PROVIDE * ASBESTOS CEMENT WATER MAINS, CLASS 150 ... ............................... 8" A.C. . TELEPHONE: 235 -6323 A MINIMUM RESIDUAL OF 25 PPM IN ALL PARTS OF THE LINE AFTER 24 HOURS HAVE ELAPSED." * 1" WATER SERVICE & 1- 1/ 2" ........... ............................... ... THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINI T ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, i.e., LINE CROSSINGS, LINE 10. WATER METER BOX ......................... ............................... I , 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO START- BEGINNING WORK O ARRANGE FOR INSPECTION OF PROJECT. 12. �1lEE'" ING WORK NEAR COMPANY FACILITIES AND SHALL CORODINATE HIS WORK WITH COMPAN X ............... REPRESENTATIVES. 11. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR PARALLELING OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. * BUTTERFLY VALVE ASSEMBLY AND BO •••••••••••••••••••••••• --� - NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDER- AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE r * FIRE HYDRANT 8 FIRE HYDRANT SERVICE ...... ............................... GROUND INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, f * CONSTRUCTION Of A.C. X A.C. FLANGE TEE FH CONTACT THE PACIFIC TELEPHONE COMPANY. THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD � �, TELEPHONE: 298 -0595 FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND WITH FLANGE ACP VALVE ........ ••••••••••• • ........................•••••• 9. IT SHALL BE THE RESONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. � * BLOW - OFF ASSEMBLY ........................ ............................... _: AGENCIES, ADVISE THEM OF-THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY DEPARTMENT OF PUBLIC WORKS FOR 4-PC C 63 , IDENTICAL POINT * MANUAL AIR RELEASE ASSEMBLY . ............................... ....... M.A.R. SIDEWALK ...... - -0�� RE LOCATIONS, F NEEDED. ANY EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -NAY. n ��` TYPE "B" CURB INLET .................. .... .....D- 2....................... 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS 13. OAS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. FOR LOCATION OF CABLES AND APPURTENANCES CONTACT TIMES MIRROR CABLE TYPE "C" CURB INLET ........................... D- 3....................... �_ 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE _ COMPANY; TELEPHONE: 141 -8263 14. TH DEVELOPER MAY BE REQUIRED TO GRADE AN ACCE`5 RDA D To MAIN - TAIN ANY PuBuC 5EW ERS ' EX ISTIN G 0 STORM DRAIN ............................. ............................... CON5"NUCMD WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE ADDITIONAL AGCE5.5 BE REO CsR OUN� PORTIONS 14 S MEDIAN - - - -- TO CNTRUCTED "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE BASEMeNT5 -TO MAINTAIN THE P05LIC SEWERS. STORM DRAIN CLEANOUT TYPE "A" ................. ....................... D-9-- DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE COUNTY OF SiIT. 7 , FORlFF7 TURN TRAFFIC -- _= HEADWALL TYPE , AI .......................... ....D- 30......................_ SAN DIEGO. * SIDEWALK IS TO BE LOCATED BEHIND EXISTING 126' HEADWALL TYPE "B" .......................... D- 32 ...................... 12. THE LIGHT SYSTEM FOR THIS PROJECT SHALL BE SUBJECT TO THE FOLLOWING: TREES TO BE SAVED ALONG EL CAMINO REAL FROM 10' 53' 63' A. CUT -OFF LUMINARIES SHALL BE INSTALLED WHICH WILL PROVE TRUE NINETY STATION 202 +75 TO STATION 210 +45. SIDEWALK P. RIP RAP ........................ ...............D- 40............ DEGREE (90 °) CUTOFF AND PREVENT PROJECTION OF LIGHT ABOVE THE HORI- IS TO BE PRIVATELY MAINTAINED BUT USED FOR •� 5 5 20.2 32.8 32.8 STREET LIGHT SYSTEMS FOR PUBLIC ACCESS BETWEEN THE ABOVE MENTIONED , IDENTICAL ELEV. EXIST. AC BERM 70 ON PLANS ELEVATION SHOWN RESIDENTIAL AREAS ..................... ..E- 1,(E- 13 *),(E- 71 *).......... OR DEVICE. STATIONS. ZONTAL FROM THE LOWEST POINT OF THE LAMP OR LIGHT EMNITTING REFRACTOR SHOWN ON BE REMOVED -� 1 2.0% PROFILE _ _ _ 2.0% ' SERVICE POINT (120 V -A.C. UNLESS OTHERWISE NOTED) ....................... SC . B. ALL FIXTURES SHALL USE A CLEAR, HIGH PRESSURE SODIUM VAPOR LIGHT SUBDIVISION BOUNDARY SOURCE. ♦ "' - - _ _ _ -I _ CONDUIT -1" (MIN.) P.V.C. TYPE II C. NO MERCURY VAPOR, QUARTZ, METAL HALIDE OR PHOSPHOR COATED HIGH PRES- �, 1 ' A• PAVING ON 61347. t WITH 2 -f110 TW (MIN.) COPPER ................ SDE- 101 ................... . SURE SODIUM LAMPS SHALL BE INSTALLED. o> 9' NATIVE SUB(�RADE CONTIGUOUS 6" TYPE "G' CURB A.C. PAVING M3 -1/2 PULL BOX .......................... .....SDE - 106................... P.B. 13. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE REMOVED FROM THE CONTIGUOUS SIDEWALK *(SEE BASE - - AREAS TO BE PAVED. *(SEE NOTE ABOVE) (SEE NOTE ABOVE) (SEE NOTE 2) TWO SIDED BLUE REFLECTIVE MARKERS . ............................... R.M. 14. TWO SIDED BLUE REFLECTIVE MARKERS SHALL BE INSTALLED AS SHOWN ON PLAN VIEW. TYPICAL SEC TIO N - 12 6' STREET (NO SCALE) GUARD POST FOR CURB TRANSITION W/ N4 MARKERS ...................... EL CAMINO REAL PEDESTRIAN RAMP ........................... SDG - 101................. CONCRETE ENCASEMENT .............. ........ S -7 .................... ��_- �' --�_} m 8 CONCRETE DRIVEWAY ......................... G- 14.................... v 6 52'/44' 5 STOP SIGN ................................. R- 1..................... w 8 A C• wAtER 30'122' 22 0 CONCRETE SWALE ........ PRIVATE 24" ACP 10 i ' 10' 20'112 12' 10 * WATER IMPROVEMENTS PER OLIVENHAIN M.W.D. SPECIFICATIONS AND /OR STANDARD DRAWINGS u T 6 5.0 ELEVATION SHOWN ON PROFILE ti, EXISTING IMPROVEMENTS Ic 2% 6" BERM ............. ............................... 2.0% t 4 3 f 2. SIDEWALK.... - ►- �?� \ 0 _ �9 SEWER MAIN .............................. ............................... SUBDIVISION BOUNDARY 1 4 / `------ - - - - -- - - - - - -- -1 -= p SUBDIVISION BOUNDARY q'• LIMITS OF STREET CORE 5"A .C. BERM 6 "A.C. BERM 2 "A C. PAVING ON 4 "D.G.ON 9" NA - DVC- 5OS&RADC MANHOLE.. y _ r - W 8 "P.1.C. SEWER 10 „ A C k4 TYPICAL 52'/44' STREET PAVING SECTION ) WATER MAIN ::: _ __ _ _ _ (NO SCALE STORM DRAIN.. .• - O� EL CAMINO COURT HEADWALL.. 41 ! LEGAL DESCRIPTION 8" A.C. WATER 1300 A THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, III 2 1 52' STREET PAVING SECTION IS FROM i COUNTY OF SAN DIEGO, AND IS DESCRIBED AS FOLLOWS: I I l HEREBY AGREE TO COMMENCE WORK ON ANY IMPPL)VEMENTS 10" A•C• WATER. STATION 1 +06.56 TO STATION 2 +23.03 SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT OF O COUNTY OF SAN DIEGO TRACT N0. 3960, BEING A SUBDIVISION OF THE �� �� OI 73 1 WAY WI THIN 60 DA YS AF TER ISSUANCE OF THE CONSTRUCTION MI EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 13 SOUTH, 6 9 1 PERMIT AND ro PURSUE SUCH WORK ACTIVELY ON EVERY A RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, PRIVATE 24 ACP 1 NORMAL WORKING DAY UNTIL COMPLETED IRRESPECTIVE STATE OF CALIFORNIA. ACCORDING TO OFFICIAL PLAT THEREOF. 10 PRIVATE 24 "ACP 8 " P.V.C. SEWER PARKING PRIVATE DRIVEWAY PARKI 4' ?0' 25' 2o' 4' AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH N4 THIS PROJECTOR UNDER MY CONTROL - - --- 8 � O " O O ' O PRIVATE 18" ACP � ' 2 3 SITE ADDRESS - -�- -- - _ CARPORT ! cnaPOar OWNER A _ 8 P.V.C. SEWER RIVATE 30 ALP L CAMINO REAL �i SOR EN - GENERAL. FAR TMAS ENCINITAS, EAST OF INTERSTATE 5. ---- -- - ��r 3.s' A 3.s' ` 2 , D.6 oN 3s' i 9.5' ADDRESS 113 0 SORRENTO VALLEY ROAD, SUITE 200 WEST SIDE OF EL CAMINO REAL APPROXIMATELY ACP- - - - _ - - -- I�� 36" 15 9 "NA W � EL EXISTING F n SAN DIEGO, CALIFORNIA 92121 = 6 "coNC. 550 FEET NORTH OF THE INTERSECTION OF - EXISTING 30" RCP - s TDP 3y, SutrGIeADE cuae MANCHESTER AVENUE AND El CAMINO REAL. SUBDIVISION BOUNDARY O� 'r ASSESSOR'S PARCEL 262- 062 -01, -08, -09, -10 EXISTING 10 AC WATER 3 CON C. NOTE Q +' 190 LEGEND + -o0 INDEX KEY MAP D1T`" TYPICAL PRIVATE DR'II MAYS -SHEETS 10 II, 12, 13, 14 ANO 15 ARE ALSO GRADING ZONE ; , "AS- BUILT" (NO SCALE) PLAN L -0273. O - -- INDICATES SHEET NUMBER ­0 —INDICATES SEWER MAIN /a_z�StLy tw .. Mi;fez.rA cl'1 e7 V ! Contractor agrees that he shall assume sole and complete responsibility for job 4 - -- INDICATES LOT NUMBER - -- ---INDICATES WATER MAIN FLOOD CONTROL O1 RICT i.,' E. F. COOK RICE 9647 DATE PRIVATE CONTRACT A site conditions during the course of construction of this Project, including safety of all y - -- -- SAN DIEGO COUNTY FLOOD CONTROL DIST ICT e a requirement persons and property; that this r ly continuously and not belim- AA 7trCC -- INDICATES STREET LIGHT - - - - - -- INDICATES STORM DRAIN ` PERMITS SM ET �• COUNTY OF SAN DIEGO ited to normal worlfing 1,eours; and that the Contractor shall defend, indemnify and • , A PP O� RoVC DE P A RTM E NT OF PU BLIC W ORKS SHEETS - -- INDICATES STREET NAME SIGN — INDICATES SUBDIVISION BOUNDARY SCALE 1 = 2 00 ' C14 hold the Owner and the Engineer harmless from any-and all liability, real or alleged, REZONE PERMIT NO. - (4- 30 -80) 43 in connection with the performance of work on this Project, excepting for liability ♦ — INDICATES FIRE HYDRANT - CIVIL ENGINEERING LAND SURVEYING APPROVED BY: IMPROVEMENT PLAN FOR: § 44 6 �� z arising from the sole negligence of the Owner or the Engineer. C CIVIL DESIGN G R 0 U P LTD . DATE: SPECIAL USE PERMIT NO. P (12 - 13 -82) 0 '' 1 " 1 q 77- 6 5859 MT. ALIFAN DRIVE SAN DIEGO. CALIFORNIA NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText