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1214 COUNTY OF SAN DIEGO TRACT NO. 4304- 5 WORK TO BE DONS'' IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN a i /1lf, ACC W ITH THESE P LANS; D IEG O COUNTY ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND ENG SPECIAL GENERAL NOTES SEWER NOTES ^� C� PROVISIONS FOR IMPROVEMENT OF SUBDIVISION S`REETS AND STANDARD REFERENCE DRAWINGS. 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY WATER PUBL /C WOR!<S EQR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. DISTRICT (L.C.W.D.) STANDARD SPECIFICATION. i•lC,�if 4 S N ��? `\ e , ��1� , F VA 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO 2. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR T'O \� 10 . � 5T 259 256 1 213 COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. ANY CON STRUCTION 1� 256 1 S n C•P �,�� \� y IAC .. 21 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR 25 g 25 S Z CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT PRIOR TO BACKFILLING OVER ANY SEWER 'Y'S. 25 214 4 t7 �/ TYPE "G" CUR A.C. PAVEMENT ...................... BOUNDARY. B & GUTTER ............. G -2 ............. . " A.C. BERN ....................... G -5 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF 249 250 E� ..� - 234 235 236 21 � 210 6 < � ......•....., 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY THE SPECIFICATIONS. 247 233 i�Cl P.C.C. SIDEWALKS ................... G -7 ............. CONSTRUCTED, CONNECTED, AND TESTED PRIOR TO SHALL BE 248 231 232 216 �, 2 230 . CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. 5 NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL \1 WHEELCHAIR RAMP (CALTRANS) ......... N8 -B ............. OF THE L.C.W.D. ENGINEER. M'= 229 218 2 208 � P.C.C. CROSS R.. G -12 .. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES 22T 28 2,� - � �w' .. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE 6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTITUTE A REPRESEN- A 226 221 220 • 207 O Sr9TEM STREET LIGHT W ,,,.,.,,,,, E - E -2 .......... O AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE TATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE 222 206 STREET SURVEY MONUMENT ............. M - ............ NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS g �C P 205 HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY OF THIS PROJECT. 225 223 2 3 STREE NAME SIGN .................... DS -13 ............. -�- MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND 24 22 201 BARRICADES (WITH N5 (RED) REFLECTOR MARKERS - 18" X 18" X ° ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 7• ALL LATERALS AND MAINS SHALL BE TESTED AFTER CONSTRUCTION OF ALL V// 0. 063" ALUMINUM) M -9 OTHER UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. 24 I 200 h • ........•••. e �.c.P 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO 199 3 Lj }94 +IEASBESTOS CEMENT NgTER401A� closS �snt�TEO _ - BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO B. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 -HOURS IN ADVANCE OF BEGINNING Q _ dLy CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY WORK SO THAT INSPECTION CAN BE PROVIDED. 1 \ '116 0 ? +MQ(/7TERI �LY N/L11� ............. -�' EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES ,�C � N \ � 4: FIRE HYDRANT (SIZE & TYPE NOTED) ... ............. - - BQ SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 -INCH MINI - \\\� > 239 196 PL IF REVISIONS FACILITIES. E NECESSARY BECAUSE OF ACTUAL LOCATION MUM COVER. ALL LATERAL SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. \J, 2" BLOW -OFF ASSEMBLY........:...... - 04A 2 1 95 1" MANUAL AIR RELEASE VALVE........ .... 10. ALL LOTS SHALL BE SERVED BY 4 -INCH V.C.P. LATERALS SET AT A MINI - +It TER - 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS - & ELECTRIC MUM GRADE OF 2.0% WITH A MINIMUM DROP OF 0.3 FEET, AND AN INVERT 237 i1 l" WA SSf ... SERY.CE #t COO,/ MBLY ...... .. .. COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND DEPTH OF 5.5 MINIMUM FEET BELOW TOP OF CURB AT PROPERTY LINE, 2 s'y �` �-� SEWER MAIN (SIZE & .. TYPB . . t10'$SU)..... � G J ............. SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. UNLESS OTHERWISE APPROVED BY L.C.W.D. - �� � �.0 \1 \ J S$WER MANHOLE .......::......_..... ............. PIPE CLEANOUT ....... 'V� NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT 11. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE 8 AG Q �� 1 ............... ---0" AR� UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL AVAILABLE AT THE DISTRICT OFFICE. CABLES AND GAS PIPING AND APPURTENANCES, CONTACT THE SAN SEWER LATERAL ...................... ....�....':... DIEGO GAS & ELECTRIC COMPANY, TELEPHONE: (619) 743 -3222. 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE STORM DRAIN (AS NOTED) ............. D -60, D- 61... EXPENSE OF THE CO NTRA CTO R. .......... 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY . INDEX MAP LEGEND TO INDEX MAP TYPE "A" CURB INLET......... ..... D- 1,D- 11,D- 12 ......... . PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOU THE PERMISSION STORM DRAIN CLEANOUT ............... D -9, D -11 IE! COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. OF THE DISTRICT. SC ALE: 1 " 3 Z06 1 NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT ARE 14. ALL PIPES SHALL HAVE A 4 -INCH MINIMUM CRUSHED ROCK BEDDING, SHOWN PROPERTY BOUNDARY ............. WING - TYPE HEADWALL ................. D - M'.O TER /MAq'0VKA0I5rNT9 i IV 1jvkv,0 S7WQ4R0 L7P�Yf S "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND ON L.C.W.D. STANDARD DRAWINGS S -12. SUBDIVISION BOUNDARY - - -- ANO10 APPURTENANCES, CONTACT THE PACIFIC TELEPHONE COMPANY, SHEET NUMBERS O TELEPHONE: (800) 422 - 4133. 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUB - C rrr OF C,4RLS0,4 WATER MAI - -• - -- LEGAL DESCRIP THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED MITTED TO THE ENGINEER OF WORK AND THE DISTRICT ENGINEER BY A 9,4V 0/6 190 COUNTY STORM DRAIN - -� -- IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS O SEWER MAIN -- 0 A PORTION OF LOT 12 OF RANCHO LAS ENCINITAS, ACCORDING TO MAP r COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH V Q THEREOF NO. 848, FILED IN THE OFFICE OF THE COUNTY RECORDER OF 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND " ON -SITE EARTHWORK SPECIFICATIONS AND DISTRICT SPECIFICATIONS. O FIRE HYDRANTS Mt SAN DIEGO COUNTY, JUNE 27, 1898, ALL IN THE COUNTY OF SAN DIEGO CONTACT T.M. CABLSVISION, TELEPHONE: INSTALLATIONS FOR LOCATION CABLES AND APPURTENANCES, STREET NAME SIGNS ♦ STATE OF CALIFORNIA, AND A PORTION OF LOT 143 OF COUNTY OF SAN NE: (619) 746 -6666. 17. SEWER LATERAL TABLE IS ON SHEET NO. (o DIEGO TRACT 3598 -3, IN THE COUNTY OF SAN DIEGO, STATE OF JOB SITE STREET DRAINAGE FLOW DIRECTION_ ==C> CALIFORNIA, ACCORDING TA. .MAP THEREOF NO. 10397, FILED 'IN THE 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN 18 THE CONTRACTOR SHALL CONFORM TO LABOR w,�NQ6V /N6 GANL�NLiACE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 28, 1982. ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE . CODE SECTION 6205 BY SUS - ROAO RLWO BLOCK NUMBERS /SOO LOCATED WITHIN THE DEDICATED RIGHT- WAY, OR WITHIN WITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORK PROTECTION FROM STREET LIGHTS EASEMENTS DEDICATED TO THE COUNTY OF SAN DIEGO. THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH I/ y VTST.q 12. STORM DRAIN ALTERNATES ARE REINFORCED CONCRETE PIPE OR OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN OWNER 'DEVELOPER ASBESTOS CEMENT PIPE, R.C.P. 1350 -D, CLASS III OR IV, EQUALS MUST.BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND A.C.P. 2000 -D. CAST -IN -PLACE PIPE MAY ALSO BE USED AS AN APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES �L1 I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON ALTERNATE TO R.C.P. FOR STORM DRAIN PIPE WITH DIAMETERS EQUAL FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION /4B VIS B D TO 'A S BUILT " TO OR EXCEEDING 24 ". SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL E/)'L��iV�TA3 THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF -WAY WITHIN 60 DAYS •4,, 13. C.M.P. STORM DRAINS SHALL BE CERTIFIED BY THE DEVELOPER OR OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. C OIVD IT/OAIS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK GG}j�, ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, THE SOILS ENGINEER TO HAVE A 50 -YEAR SERVICE LIFE FOR THE 19. P.V.C. SEWER PIPE MAY BE INSTALLED IN LIEU OF V.C.P. AS SHOWN. �N 6�'6 IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH PARTICULAR SOIL AND LOCATION SHOWN ON THE PLANS. THIS WATER NOTES < ' THIS PROJECT OR UNDER MY CONTROL. C • TORN DRAIN. ERTIFICATION SHALL BE MADE PRIOR TO THE INSTALLATION OF THE o R. C. /6co �rf! EXP /RATS Ce 30 89 OWNER AND SIGNATURE DEVELO VER: H1 TITLE I P DATES Y By R: T FIE LDSTONE COMPANY - 14. STORM DRAIN LENGTHS ARE CALCULATED ALONG CENTER LINE OF 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD MESA BOULEVARD, SAN DIEGO, CA 92111 CULVERT. LENGTHS GIVEN ARE PLAN DISTANCES. WHEN JOINING A OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT, AND THE CONTRACTOR ADDRESS: 8340 THE UT OR CURB INLET, DISTANCE GIVEN INCLUDES WALL SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE ASSESSOR'S PARCEL NO.: 255- 040 -99 AND 257 - 050 -75 THICKNESS BUT NOT CLEANOUT /INLET WIDTH. AT ALL TIMES. 15. CONSTRUCT A LIGHT SYSTEM CONFORMING TO SAN DIEGO COUNTY 2. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER LINE PRO- ■ STANDARDS AT NO COST TO THE PUBLIC SUBJECT TO THE FOLLOWING: FILE, "TOP OF PIPE PROFILE IS 48" BELOW CENTERLINE FINISH GRADE OF NOTE (1) CUT -OFF LUMINAIRES SHALL BE INSTALLED WHICH WILL PROVIDE STREET NAME R/W WIDTH TRUE 90 CUTOFF AND PREVENT PROJECTION OF LIGHT ABOVE THE STREET VICINITY MAP WANDERING ROAD 60' HORIZONTAL FROM THE LOWEST POINT OF THE LAMP OR LIGHT' 3. INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY THE FIRE DISTRICT. TRES HERMANAS 56' WANDERING ROAD FROM STATION 29 +10.23 TO STATION 31 +85.77 AS EMITTING REFRACTOR OR DEVICE. (2) ALL FIXTURES SHALL USE A 4. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS IN THE VILLAGE VIEW ROAD 56' SHOWN ON T.M. 3598 -3 SHALL BE CONSTRUCTED AND ACCEPTED FOR CLEAR, LOW PRESSURE SODIUM VAPOR LIGHT SOURCE. (3) NO NO SCALE MAINTENANCE BY THE COUNTY PRIOR TO THE IMPROVEMENTS SHOWN ON MERCURY VAPOR, QUARTZ, METAL HALIDE OR DIFFUSE COATED $ WATER LINE PROFILE. D1MI THESE IMPROVEMENT PLANS BEING ACCEPTED FOR MAINTENANCE BY PRESSURE SODIUM LAMPS SHALL BE INSTALLED. 5. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAIN SHALL BE MADE � , THE COUNTY. IMPROVEMENT PLAN T.M. 3598 -3 SHALL BE A. 16. CONTRACTOR A G R E E S THAT H L S H A L L ASSUME C O M P L E T E WET. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL, - , CONSTRUCTED AS PART OF THIS PLAN IF THE ABOVE CONDITION HAS RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF BE SUBJECT TO APPROVAL BY THE DISTRICT, r NOT BEEN SATISFIED. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 30- Oat 30 =0e' I �' AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA � �, , AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE DIVISION OF INDUSTRIAL SAFETY FOR ALL TRENCH WORK WHERE FACILITIES STO RM NOTE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ARE TO BE CONSTRUCTED FOR OR TO BE TURNED OVER TO THE OLIVENHAIN f '' y0 ENGINEER HARMLESS FROM ANY -AND ALL LIABILITY, REAL OR MUNICIPAL WATER DISTRICT. COPY OF PERMIT SHALL BE SUBMITTED TO y �f N�, r toX TTT ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS THE DISTRICT PRIOR TO START OF WORK, {I tOX THE STORM DRAINAGE FACILITIES SHOWN ON THESE PLANS " 4109k" PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 7. A,C. BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS I � : `� WILL NOT BE ACCEPTED BY THE COUNTY FOR MAINTENANCE DMTIL NEGLIGENCE OF THE OWNER OR THE ENGINEER. SHALL BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT -OF -WAY \ ++ y� EASEMENTS HAVE BEEN DEDICATED FOR THE OFF -SITE STORM WHENEVER POSSIBLE. 17. ALL .UNDERGROUND UTILITIES AND LATERALS TO BE INSTALLED BEFORE ®• REVISED STANDARD SPECIFICATION FOR STERILIZATION,- SECTION FACILITIES SHOWN ON T.M•4� G. SECTION C -1 TO I \ s \ •�`., CONSTRUCTION OF CURBS OR CONCRETE CROSS- GUTTERS OR SURFACING READ AS FOLLOWS A CHLORINE CONCENTRATION.OS' APPROXIMATELY 50 LADERA ASSOCIATES INC. � OF STREETS. P.P.M. OR THAT MHICH MILL PROVIDE A ALL PARTS OF THE LINE AFTER H OURS 11201111111111 11201111111111 I RiiIDQ11L OF 25 P.P.M. > � G Z "A.C.,=VMT. OVER /�^C (K Lonevronn «s•Civi!Enpineers•su Ca. C �m 4 " CL II S E A S OVCR G„ OW COnwV COUO, S n Dlepo. CA 02111 p1OI N2'5M 18. ALL GRADING SHALL BE DONE AS PER RECOMMENDATIONS OF LEIGHTON • N F NAVE ELAPSED. (507/-4 8 /UE :DE 5) /VAT/VZ 5416aRA COMP TE ACD AND ASSOCIATES; INC. IN THEIR SOIL AND GEOLOGIC INVESTIGATION 9 PRIOR TO EXCAVATION ALL EXISTING FACILITIES WHICH MAY .AFFECT TO 95% RAT:LAT /VC CO.VIP,pCT /Oh/ �+vAT� CONT APT MADE FOR FIELDSTONE COMPANIES, DATED OCTOBER 25, 1983. FINAL DESIGN I.E. - LINE CROSSINGS, LINE PARALLELING OR PROPOSED 19. GRADES OF 10- 11.99% REQUIRE 2 -1/2" AC OVER COUNTY APPROVED 10. INSTALL A MINI CONNECTIONS lIM I EE FIIELD VERIFIED. PERMIT tAI 1 -INd[ WATER EERrICE TO EAClN LOT. METER TO EE COUNTY OF !AN DIEdO Q BASE. LOCATED S FEET IRON A SIDE LOT LINT. A 3/ AID$ LETTER - B ALL TYPICAL STREET SECTION DNMi TIN1lNTOF PUKIC WORKS GRADES OF 12 13.99$ REQUIRE 3" LED AC OVER COUNTY APPROVED BASE. BE CHIEE IN TO! OF EXISTING CURE OR IMPRI NTED IN NEN CORE AT TYPICAL aMEETa GRADES OF 14- 15.99$ REQUIRE 3 -1/2" AC OVER COUNTY APPROVED BASE. ALL MATER EERVICS CROSSINGi.. WATER NOTES "CONT NO SCo.LE ' GRADING PERMIT NO. PLANS FOR TM 1111111101111ONNIMENT OF: y� 11. Valve boxes shall be integral cast iron lid and frame assembly, type GV -8 12. Internal ferrous surfaces of all valves ex MA'AM PEiMT N0� 20. THE CONSTRUCTION OF ONE PCC STANDARD DRIVEWAY PER LOT, Identification r i N�4 SA D C OtlItITY GRADES OF 16- 17.99% REQUIRE 4" AC OVER COUNTY APPROVED BASE. as manufactured b Southoest Found or Alhambra Found C posed to rater shall have a Y Foun Found Company Ltd., certified factory applied epoxy coating not less than 10 Mils thick. TENTATIVE MAP NO. 4304 TRACT NQ. 4304 -5. LOCATION TO BE DETERMINED IN THE FIELD BY THE ENGINEER OF SEWER V1lATER AGENCY FLDOO OONTPCL DISTRICT CCL1N'TYAPPRCT/EO CHANGES EBENCH MAFW< WORK. PCC SURFACING OF DRIVEWAY TO EXTEND FROM CURB TO CALIFOIINIACO011 ATE -� PROPERTY LINE, USE STANDARD DRAWINGS G -22, 23, 24, 305 -P, LEUICAE11A COUNTY WA 0WTNCT MU C�MLV^TER � - � SAN DIE GO FLOODCONTROLDISTRICT " w Of DE SCawT1oN: 306 -1. /R;800 8/- 7c R. mend"fe, «r, A...«.e.. •�✓. CD r'RLC15 ON PRECISION 111�TER WORKS APPROV14l_ AS BUILT Ad by:BO ENG NEERMIG CORPORATION 9l31 STREET .A�fONU,NlL�NT N Auk;, I984 LOCATION : _ /NTER9ECT/ONOFELG.�iN9Mt7 E4L 4N0 U o to SEP tqs Aneevto ar: -��. C�nwlMinq Engineer Ot /I'fiYf/i/,IV R sN R DIREC OF G U ORKa a MICROFILMED AMROVED BY: E ww: c"sYd ►q 1 7 1 1'N S DOf�P'J3 -06 Q A imceee faor: COUNT s s .. A p DATE JOe NUMBER DATE -- C/T ELEVATION: 79 7/` DATUM: U• G•S• 0 /f 0 4 3" � � r MICIRUf LMEO' DATE: ����� • / err•• +rwa FILE N!. 269-83 V I� I� 0 Cr" Awv r C. P do 'C_ 1?7 P.K�-- O 849 Q � t � op 70 Pill 'R f/1tP) CG l .` �^�, �' �' _ ..✓ B'` C � e R �TyP) / @ 6. �, V - � I Vp c ov Rn Q 4 �, 4 , d/'4 a/4 e� �/ cp 00 v � 264 - �". o o �� I R ��F - W�' SPRINa NORTH 4j, y 4s h� b ql ° EFTL TOP BF Cl/YQ8 ELEY.OT /ON �+ 4j Q p O a EG1(lgCS CE/YERL!/YE ELEI�4T /ON, t) �h ' �4 R16HT TOP 4W G' R8 EZaCY07 /ON TOP OF C&RB! Af {EWT /ON 4 2 ' E a f 6 T / E5 �/ON el:QU.4C9 C #9'E L/NE � ►� R ETURN PROFILE OTNE�9'N/dS� /td7��O. N, c E58 oreRwIfE Q PROFILE: W ROAD T.G N� SCALE- HORtt. 1 '140' VERT. 1' -8' SOUTHWESTERLY NORTHWESTERLY SCtALX�: MORN. 1"R201' VERT. 1" 04' 1 1 1 ! 1 1 1 1 1 1 I 1 16 17 18 !9 20 2! 22 e3 P4 15 16 /7 I RO v V /LL.4GE MEW 'R0440 / H `� 8EE SHEET .3 01 E5 NER l* 1 -6 2 28 "�' m m g b ✓I r, sEE 25 co 0 2(0 197 Ll �� � i . /o � � 1 w ZONE2 TER. lk I� x 10 1 f9A /N�!!GE �37� , a a I `y t ` w (,/ \� \ N Q. � r� � j vy � � � r\ Sg, ✓. 4 � /9• �'• � � " ' P. 5' t I N ' O'rV '' !!C.P. MON. /:• 2 9 ' 2Dr/ `\�� i "Q V. :4. I 22` ¢ pa p o �� � �• ae I� 61 s �' p, Z 5 5 4)I O y11 ` Q a lo I %.%I G� Y Olq r nj vg �I W I �V N �I N Ih ti n . C \ �I p OI S y' , � S �' / ° _ /( Z // HULLO/Y8i9P /NG OR /✓E = 24f62.G; WANOERIIVG�F� b rn P42 �� 24! 40 23.E 238 '' N� ZO/ME / WTER � o z v � v o 4a� �p10 � MA /N �H6E =494) 0 F�s � : • r.� ' � � o � N � N / c'J oo``'h• � STREET DATA TABLE.. ��'� BEARING i GTH. REMARKS NO LEN 1 0 = 14 //D . Q7 � PRIVATE CONTRACT 0 =2B 3 77 COUNTY OF SAN D RT. CURB 3 -- Q=/ �j3 LTC + 0- �''tt/ �'/ ��3 $O'�s SHEEt IEGO ' PLAN: WA NDERING R OA D & WILLO WSPRING DRIVE NORTH T� �/ v/ -� °� m°; y 2 DEPARTMENT OF P UBL I C WO RKS 4 0 =/4 //5 .P9 Y.C.. - -- _ - c �� /i �� 5 e= 299. 707W SCALE: 1 " -40' �sF ��B ���'�t� / �tS` PLANS FOR THE IMPROVEMENT OF: e= /09.4 LT. U Q �b,Q -Q.r F �y�� � 4 � 00 114 .4G R7. UR , '-:% � �`-`� EgO� S SAME OVf'4�i4.^IMW WILLOWSPR NG DRIVE NORTH 0 d= /'lt70 0.00 /t /. G LT. CURB UsE 6/ P /PE LENGTHS L -04// W COUNTY APPROVED C BENCH MARK �rf 1 r WATER DATA TABLE c OUN Tr OF iA GO TRACT NO. 4304 -5 N ; e Gv 2/�•`� /V'/i� No. Desc Appr by Dale, OQ /OP. Sry g` O SEARING OR DELTA RADIUS LENGTH REMARKS AS BU /L7 DESCRIPTION: R/BOO 6/- 72 /NT- CONCRETE It fw o : Approved AZW R.✓. nI1594UN = Iva D -9 5 30.00 50.9(0 CB.,PETURN Q =/5 G /0.00' /6/.96' 8a4C P. �' ��y� ST,QEET .MONUMENT _ d / / " " SEWER DATA TABLE � LOCATION: //✓rER5ECT/ON OFc'L C/1M /NO R6& AND SUBDI ION ENGI ER DIRECT R OF PUBLIC WO RKS a=9 /lfG �7 3Q' Z9' 4805 CB. RETURN e- /,3�C443 G✓O.00 /4W7.9 8V..C.P. OL/I1ENHA /N M49 E , f work: Ch•ckad by _' O BEARING OR DELTA RADIUS LENGTH REMARKS D= 9'3548 0.00 50.25" S` 0 =2 P9" G>b" P947G' 8�4C. RECORD EROM: NORTH COUNTY l/EiPT /CAL CQNTR& ,0,04 s. T M cm G" ' ✓/N P6800' 39.3/ RT.CURB =t/ 'O l� !/0:�7 .0 1 e- // 6m4v /10.766 8 •C. ELEVATION: 79 USG.S App.o.alaft d= 7415 5/" 320.00' 4(3.36 GT. CURB "� 4 J210-00'1515e' .C. Z O= /7'?i 8 ' 93.95 8'`Y.CP. DATUM. Lt R. c c. E. 4 304 � > W &. ^ FILE N0. 25-83 v o> /00 vc. If , 471 /2' � p� y � ,� /K = 293. /B'CA /�90 � jd/ A/4 d/ o,� •� 8 ki k n z? t P6 4cc :7 ��, ' Q °�� C RETURN S 240 NORTHEAS I E LY SOUTHEASTERLY @ , � J 2100 �� / �� 221 A(OrE_ TOP 0f CURB ELAW71INS \� Alf/At C6NTERL1N6UfY47- AWS PLUS 0.04 FEET \ PROFILE: VILLAGE VIEW ROAD! \ SCALE: HOR. 1 VERT. 1 e E8' f 2 3 4 5 ro 7 8 9 STREET DATA TABLE, O BEARING OR DELTA tAD IUS LENGTH. REMARK = slvv alo" 4 ./ Ce e =/ 7 RTCAW &V m m W 'WATER DATA TABLE PPO j � �19 \9 Z18 s P17 E 16 0 2 BEARING OR DELTA RADIUS LENGTH MARKS o �� � S1 pN , we 3 q W v Rp4,0 2Z4 ANOE T j0 �E 8flEE 1 Q �� 1 TI �1 NP.I ti , 6 i- d 8" A.C. a Q 1 1 3"' � w .7 a BrAC P 1 • � ' , 6 5 `O 1 ,� .N— — 2Q 0 GE ✓ /EN' h r 9 1 _ ROAD ,MIN. /f00 Y/LLA — M =� -� �� I v hl b I� Q y I _ "6Y. s to H ll A. w �o�, S 1 CC 8 ,r ........ e , :1..::.,, w P02 20 I �' 20e h 205 206 > h� �k Q t h �` S '� 1 R. o m v an m 2��2�49 pC. N &00 � l ' cf):> N� 1 b m h OO Q io' of 1i8 "� D /RR�Gf1�AV WFITF/3 METER N PRIVATE CONTRACT a pER0o Z ,1 PLAN: VILLAGE VIEW ROAD SN DEP RTWNTOF� N DIEGO 10 WAN PU�UCWORKS S►faTs F o 5EE EE SCALE: V=401 PLANS FOR THE M IMOVEMENT OF: g R d(E INSTALL PRESSURE REDUCING VALVE PER VILLAGE V IEW ROAD PRECISION � 55 SD STD. DWG. #10 (DOWNSTREAM ssrTlNC F ROM STA.1 +00 TO STA.8 *53.39 COUNTY APPROVED CHANGES BENCH MARK SEP 8 1' 0 INSTALL PRESSURE REDUCING VALVE PER COUNT OF TRACT NO. 4304 -5 M+ h MICROFILM O.M.W.D. STD. DWG. #16 (DOWNSTREAM SETTING No. Deariytion Avyro •d by DN' : R /BOO 61- 72 //VT C0/lCiQ 7N PSI) AS BU /LT DESCRIPTION: _ ApWav''s�". N STREET A"W,4 ANT .A 'RE"$ION t[ C LOCATION: /NTERSECT /OA✓ &I CAM /MV REAL AM? W EN 11 DIRE OF PURL IC WORKS y w, N` 6 dg 1984 �', �,r'i1` E of went: Cb.oked c m by: OL /✓ENr544 /N R.O. 1 I E� z I RECORD FRO / R cOUNTY I�E ROL D.ITA TM p ANrwN N: Ie MEn _ OATOM: 0-/ 4304 — W m FILE N0. vo b 250 -83 E' N�.Y ctR. Q �/e x X5.47 oo a O 33,As• I Z � v rw N 04 a o a pea -- F11V15N GR� /6.96 , moo P. L @ 0 0 4 p) Li r O Q 60 KC. 200 V. C. N�9 A � P./XC. =tB8.7B P. /.�!C.= /7Q 2 /3f 50 �' (`� Ill � r: ��'A K */rmo �_ � n - LOT 2D8 OT 94.4 OT o tiRf V Ci 0 � W � LOT 208 �. u; I` ro I� o a s Eti1 �9 a �� Al /7' Q � ��� � � cn � � :••�` GR,4DE OFPROPOSEO '�tV � ©T 209 ` m EX/S7yNG GROUMU ($� .4YE. LA 0 0-q r , , f 9EE SAFET 2Ac 74f 4f3GW - r \ of •� •.00 =V /80 o �, a _ RIG CM AT KNUCKLE PROFILE �\ R N I ` �, r d o G/{AO% SCALE: HORIZ. 1 " =20' VIIRT. 1'24' de �h y '�h Ih N" T� f G'B Ed EK4T/dNS P9�. B6' °� '�� �\ \�' �? „ to if*A t CEWTtERL4ArE EGEY.tT- \'Sp B;�C, C6 »�,C ✓�!✓ F1 US 0. 04' FEET. 1 'dx 8 , C�•4�S pGb � 0 � �-'� ' - I. v - xw0R0s8lO . VF. L.4 A UIIL'183 OT//IFRIV/?E MOTfO. PROFILE: VILLAGE VIEW ROAD £ W SCALE: H$RIZ. 1' 840' VERY. 1' ■8` �xt9 7L�E- � �fOTEE-', W��� 1W am h 9 to ~ 1 3 326 50' 14 d W STREET DATA TABLE �0'I 1I R NO DURING OR DELTA RADIUS LENGTH. ;REMARK -0 INSTALL PRESSURE REDUCING VALVE PER �` �I I 5 / „ O.M.W.D. STD. DWG. #10 (DOWNSTREAM SETTING 6070 55 PSI) ) ryr�Q r r 3(E dif INSTALL PRESSURE REDUCING VALVE PER PF D P0 , 5. D ISAI 1 DI r r0 • • W T / r \ r O.M.W.D. ETD. DWG. #16 (DOWNSTREAM SETTING 1 r�T1 1 � 76 PSI) CO � J� '— TiQtES HERM.ONYIS W.4r �(� � --I ,� ,I - r Q _ WATER DATA TABLE m SEE SHEET 5 NOTE ��j BEARING OR DELTA I RADIUS I LENGTH PMARKS r ll� Q �I STORM pQ.4yV SHOjWN FOR 0.32 ,I . k Y, CO � /NFORM4TIIOW ONLN- i l4 AFR SEE R. AU �;�. s w w Q s iv - of s w AFRM/T AV. L -OQ // P.0 Q 53.39 c 'Q � µ c Ni F \ �b�jP 4 W6 .1 �; NAC'E EASEM�N, � s � s — `N � �5D I 322.50- �4RC.P, w/ n'B �N� 3 raN �4. B -i ~ a .. r i ~ c P EX /8T. SEWER PER N2 7 22 W ?89.0/- 8 V• C. P. Ex,IBT g IF I A , 54 ,.�CR3 25 - 0" A.C.O. il» d !Iv $ / 8 B•V 8'CAP �0$S —i TM. 3897 -3 a r CIF7 6 77 171r.77177% 7w, 7 7 .� /0 XB /♦•.G 7'0 -- \ y s e I s b �� "SAME OWNER5,VZ 40700o `' a' �}'(�� s . 5 V 5� , / I o GRADED PER AfiOV r 0 . o I N oa Q� o DO W QW a I W. s x a1 k\�h, Moe 209 ^�� 2!O m 211 -1V el f @ a 2l3b W" > mh Q IV/ h 0�Q ' ! �G><2�G5 B.C. -- PRIVATE CONTRACT Qa ��\ STORM DRAIN NOTE ... swl T c 4 ,, �I� COUNTY OF SAN DIEGO © w �jl� /Gf 2 /.9 N .! DEPISRTIAENTOF PUBLIC WORKS SrIEETS Q , THE STOM DRAINAGE FACILITIEi SHOWN ON THESE PLANT (T.M.4�POII�5) I I . WILL NOT BE ACCEPTED BY THE COUNTY FOR MAINTENANCE UNTIL C REAVVE EX /ST. CAPASS'r 98.0. PLANS FOR THE IMPROVEMENT OF: � h EASEMENTS HAVE BEEN DEDICATED FOR THE OFF —SITE STORM NM f CGWNECT7nEX /9T. /O "QC.P. DRAINAGE FACILITIES SMO 00 7W.4004-46. I , I VILLAGE VIEW ROAD PLAN: VILLAGE VIEW ROAD STA.8 +53.39 TO STA.12 +64.34 SCALE: 1'•40' I �I COUNTY APPROVED CHANGES BENCH MARK I COUNTY OF SAN DIEGO TRACT NO. 4*04 -5 �y�� No. Description App by Date R /800 8j_ 72 /NT- CONCRETE �` r ' "� "� -'' � � L4 r� -- � AS BU /LT •� DESCIIIPTION: /e /� w Ap ?. ✓ „IM3JMM• co ,00 PF2EC1510N � o BAN 7r; ST/4�ET� MENT U / .I N ■ I ! // w oFnwucwoMCS � O (' l NO- ^ LOCATION: E .r«k: Checked by: W s . SL K t9h6 a O[/IiEN � W T w R e � y ELEVATION: • /G DAT RECORD FROM: y C UM: U. S.G. CO G �. TM . A MICROFILMED W FILE N0. cet TED 0 a/ / d1d 449 1. 4 300' Y C. P. /. KC. = 278.84 Ov 2f BO \ vc Q Q � i FX/5T GROUVO \ O O ° 4) mo O n N h d 'Ai N C ti n, ti a N a b - _Exircleau&v — 11 (P � O CQ p F /�Y1511 GRAOE l N O % , , ., 30 � , N \ n � � P. /.KC 168.74 0 e 60 of j V\ b on �' � � O 8 ° {!C. P. \ I \ N N Q �� \9� \ , Ni /60q' - -F /N 1611 GRAOE .? \ 9 �► \ Q r O 260 v \ .` 6o'vc- v �� �� ZooSOUTHWESTERLY RETURN 180 44.9/' CW W �1 . \ ca) 5� 30/ 84 y ` O. "t b e e e4 d 0 \ �\ ro ° �i p NOTE: `^ 0 TOP OF CURB ELE4.4T /ON3 \. ��4 p O � � I 47. /2' 4i �' `? O N 0 EQl1!/L CENTERG /NE ECEti ' I v e -1 e s 11 W N ', \, g \ 9 Ct � , 4 ,4T /ON PL UG AM Ffif \ � N11 1-4 Q � � o 11 8 ° IL m "414� 03 13 10 44.-9 NORTHEASTERLY RETURN �\ PROFILE. TRES B HERMANAS WAY I ' % O \ 44' d d d v CURB RETURN PROFILES ��� SCALE: HoRIZ. 1" 40' VERT. 1" S' ,r I� O b O TI) IZ) R SCALE: HORIZ. 1"=20' VERT. 1"--4' 4 o NORTHWESTERLY RETURN! zu vc �� n N N qD T w oh m ��; W Uj �k CURB RETURN PROFILES SOUTHEASTERLY RETURN I SCALE: HORIZ. 1 venir. 1 "=4' 3 4 5 (° 7 8 'WATER DATA TABLE STREET DATA TABLE:. NO BEARING OR DELTA RADIUS I LENGTH IREMARKS NOI BEARING OR DELTA RADIUS LENGTH. REMARK =23 ° 36 05' /90.00' 78.2 B 4.0 1 d= 654.531" 30.00' 44.9/ CO. ET. G=17•.5/ 25 ' 00 / /. 55' 8`,4.CP 2 GsP3.3�'05" 20000' 8238' P /1�E6fr'P /PELENl1TN8 a P'J'360S 18.00 B9.d0' LT. . 4 =P w 0 r; eV0 7W07" 4`7C& s = /7 4G. 00 s P5� 18.00 13027 LT. CB. 0 0 Q0 n A -/ 8 ?GV d= ?7000" 300f0 47. / CB Or 06 p � 5 � 25 � 252 253 h 254 m 255 ° 2 , m N I � 25 w w s I Q �w>I� I T J x s � h NOTE vi�� S70 R./1 L7?i4 /NS/!O!Y �F�OR F v� /NFOR.N.4T /O ONL , \ n N \s Np I M I m I. I b of I / FAY STRUCTEO PER GRAQiNG mi 5 s I �? 5 5 I N s.' I / �n �\� S`cE. s ,Q � 4 0 R zg O / /,/ / x rn r, �• i 239�0�0 / • ' 1 ' r \NJ � A 8 /'C. P. N69�500 E Z5.3.f B Y.C.�I < 0/ Q Qi �8E ` � �\ �...` � �t L._ s g'q.G• "> o G•- _,$" 7 8 2 � � a ,o� � / P N G• :' g -4E; 4p] 4p] G° , Z� \ Y \ II Q I 0 O I I �� 1 % (1) NEI - � �. y . i x � � b '+.' _ - - /0�•89.G7 TRES NE�4 /V,/r j,4 , P = 1µ9z1.3¢ WLLAGE Y/EN' ROAO /, oo _ oER * m �, X1 �' N 229 230 2.3f 232 233 234 S x ,/� +�0.�� W 5 MN' +�� N� 228 s s s d P3 n � �' "� ¢� �',� LLJ Id Id (J Di 24 4 30 STORM DRAIN NOTE cr, 3° Q \�D PRIVATE CONTRACT a THE STORM DRAINAGE FACILITIES SHOWN ON THESE PLANS (T,A!4304-5) n /,V' Q' Q WILL NOT BE ACCEPTED BY THE COUNTY FOR MAINTENANCE UNTIL X//\ �� �/V SHEET COUNTY OF SAN DIEGO S � ' EASEMENTS HAVE BEEN DEDICATED FOR THE OFF —SITE STORM a� 1�� /Q 5 EPARTMENTOFTRANSPORTATION PLAN: TRES HERMANAS WAY HEETS Q L : I ' s 40 DRAINAGE FACILITIES SHOWN ON T�YI.4 D 30Q - -6. \ j / \ PLANS FOR THE IMPROVEMENT OF: INSTALL PRESSURE REDUCING VALVE PER TRES HERMANAS WAY ` DSTD. DWG. #10 (DOWNSTREAM SETTING 55 PSI) STA. 1 +00 TO STA. 10 +89.67 ' o CXXJNTY APPROVED CHANGES BENCH MARK COUNTY OF SAN TRACT NO. 4304 -JS L++ INSTALL PRESSURE REDUCING VALVE FZR No. Desc ription Approy« n Date , r O.M.W.D. STD. DWG. #10 (DOWNSTREAM SETTING DESCRIPTION: R / 800, 8 / -72 GYT CONCRETE R «d.d ap ov. o.0 Appro. FOR.R. ✓.M.OB9ALOA n 1; �OF r_Mi D C 70 PSI) AS BU 14 d G STREET MONUMENT A& 6€ / ' LocnnoN: /NTERBECT /ON OF EL CAM /NO .PEAL ,4N SUBDIV I>il ENGINEER DI CTOR OF TRANSPORTATION y Y/ CM OLQiEN .911v RO. Ery a..M: Cheak.d by: W MC A' 79 71� L//6.(:F'5 Appr oy.l date: ` Q} , M zZ RECORD FROM: NO TH COUNTY !/E T,(',4L NTROL OAT R.C. E. 9- i.5' -B 4 304 - U r = _ 01 ELEVATION: DATUM: FILE N0. T i SEWER LATERAL DATA TABLE LOT INVERT INVVER ELEV. T TOP OF N0. AT PROPERTY STATION AT Q CURB REMARKS = MAIN MAIN v O @1 LINE ELEV. 195 23 M 302.0/ 30?. 6& 35' 5.9' 303.39 90-909 flANRMW RO. /96 22 29797 298.54 30 6.0' 299.53 305.33 /97 21 29421 294.86 30' 60' 295.88 30/.68 /98 21136 290.61 29/.28 90' 6.0' 292.30 298. /O WAARMW A0 /99 21 27421 274188 28' 6.0' 27630 282 /0 Y /LI,OGE Y /EN #9 200 3 +70 265.74 266.41 28' 6.0' 26798 273.78 2o/ 4 , 153 256.61 25728 28' 6.0' 25802 264.82 202 51 245.50 246. /7 28' 60' 248. // 253.9/ 203 6128 23769 238.36 28' 6.0' 240. /2 245192 204 7 1 -05 229.68 230.35 28' 60' 23180 ?3760 205 7 +83 00157 222.24 28' 60' 223.38 229. /B 206 8,157 2/3.88 2/4.55 28' 6.0' 2/5.38 421. 2177 4 l/.17' 20624 206.91 10 49O' 209.04 2/4.84 248 411- ,1 /3' 20533 20600 42' S.7' &Ik& 2/2.3/ 209 91,69 200.58 20125 26' 6.0' 203.29 209.09 2/O 10152 /9/,12 191.79 28' 6.0' 19642 200.22 2// 111 182.80 18347 ?B' Ca 0' j /88.25 Im.05 2/2 11*92 17629 /715.% 28' 6.0 " /84.05 /89.85 2/3 12 ,162 /72.30 172.97 2B' 6.0' 1 183,44 214 / /14/5 18394 18461 28' 78' /9717 /94.77 2/5 1 /0130 19363 19430 28' 73' /9540 202.50 2/6 91 19933 200.00 28' 25' 200.60 20790 217 7'34 22667 227.34 28' 60' 288.67 23447 2/8 6 ,167 233.64 234.31 1,8' 6.0' 235.90 24/.70 2/9 5 ,1(58 24/.85 242.52 28' 6.0' 244.44 2500 220 5106 250.78 25145 28' 60' 0-63. Z9 25909 22/ 4 ,128 259.36 260.03 M' 6. 0' ?6172 267.52 222 3 ,147 268.27 268.94 28' 60' 270 276.26 223 2176 07608 276.75 28' 60' 278. 23 28393 v/6CAGE V/EN/RO. 224 201,22 283,43 284.10 30 f.6' 28470 29130 OW&CRIM6 NO 225 1-41144 278.28 278.95 30' 60' 280.84 28." 226 /81 273.86 e74_53 30' 6.0' 276.84 282.64 227 18 , 117 269.90 270.57 30' 60' 273,51 27931 )144"R /N6 RO. 228 3 ,128 260.54 2612/ 28 6.0' 963.20 269.00 MRS ALRAMN49 229 31,98 25144 252.11 28' 60' 25534 26114 230 4A76 24/,30 241.97 28' 60' 24245 248.25 23l 5 , 145 232.63AM.11 233.30 P8' 6.0' 234.31 9 232 61 224.53 225.20 28' 60' 226.74 232.56 233 6084 2/5.38 2/6.05 28' 6.0' 217 9/ 223.71 234 7 , 155 206.72 20749 £8' G.0' 209,53 21-533 235 8139 /9647 /97/4 28' 6.0' /99.62 20542 236 9 1 /87.33 188.00 28' 6.0' /88.88 194.68 TRES /1ERANN45 237 23125 90 195 302.612 30' S.7' .36,13.22 308.72 W.O/YOER/NG RO. 238 22 ,1/8 295.53 296. PO 30' 6.0' 29720 303.00 239 2/*,dw 29/.109 29236 30' 6.0' 293.38 299. /8 240 Z6<N 288.09 288.76 30' 6.0' 289.79 29559 24/ 20,126 283.69 284,310 30' 6.0' 249573 291.53 242 /9,162 27947 280.14 30' 6.0' 28/.9/ 2877/ 243 18 , 198 275.25 275.92 30' 6.0' 278.09 283.89 244 /8 *25 27043 27/./0 30' 60' 27490 279.70 245 171-85 26778 266.4 30' 6.0' 272.12 277.92 246 /6 , 186 26731 267.98 30' 60' 269.61 27541 247 /6fuu 26745 &A6 /2 93' 6¢' 266.78 27494 16 ,141P A 248 /7 {/3 2676'27 26'787 30' 6.0' 270.03' 275.83 /I W49eR /NG RD. 249 2•,14/ 26455 265.22 28' 6 o I 269. .33 275./3 TRES/1ERMANAS 250 3 ,110 262.88 263.55 28' 6.0' 26480 .O xV.60 2S1 3+ 255.2/ 25588 28' la0' 458.92 264.72 252 "2{46 24520 245.87 28' 55' 246,4'9 25179 253 5 ,122 235.30 23599 28' 1o.0' 2370P 24 ?.82 254 51,98 22587 ??A 5,d 2B' 60' Pt8.06 233.86 255 61,74 216.60 21727 28' 60' 2/9.09 224.89 256 7 447 207.69 208.36 28' 6.0' 2/0.47 216.27 257 8 ,119 19891 /9.51,58 P8' 6.0' 201.98 207, 78 258 8 ,187 19061 /9/.28 28' 6.0' I 193.95 /99.75 TRE9 11,6RMAm4 1 � 259 /2 , 138 /73.66 17790 28' 6.0 /80 // 185.9/ Y1a4GEly /EiYRO. 4.24•'1 o)o7UMA /,V r 325 /6t55 26745 916..12 31' 6.0' 2YO9 27514 WV.4MU1040 U PRIVATE CONTR Q PERMITS SHEET COUNTY OF SAN DIEGO s DEPARTMENT OF PUBLIC WORKS SNEETS GRADING PERMIT NO. L -041/ _ a PLANS FOR THE IMPROVEMENT OF: J SPECIAL USE PERMIT NO. N /'9 SAN DIEGO COUNTY TENTATIVE MAP NO. 43o4 TRACT NO, 4304- 5 � COUNTY APPROVED CHANGES BENCH MARK CALIFORNIA COORD 1 DEx 322 -1689 No. Dnoriytion Appropil by Don X a1 DESCRIPTION: R /BOO, 8/ - 72 /NT- CONCRETE ¢� R ,�.,,e.., I" A � R.J. MA53MAN s - SION AS BU /L7 /; /�G STREET MONUMENT �c z � is q PRECISION (( LOCATION: /NTERSECT/ON OF G CWfINO R164LL "10 wsDI ION ENOI ER wRECTOR OF PUBLIC wRN OS 5" o o OL /I�ENf.S4 /N RD. F N Cnw"" M: yJ Z pl cF ; N• gip, W Mk NUFILMED Ap.o.a, A.n: MICROFILb,ED RECDRD FROM: NORTH COUNT)' l�ERT /CAL CONTROL 0,474 TM = Z 0, L" ^. ELEVATION: 79716 DATUM: USES 4304 - 5 coo �• Owr4 - L R. C. E. 3O 0 $ 1 5s 8y == i W d ..• FILE N0. 259 -83