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1219 p. GENERAL NOTES: ORK TO BE DONE: 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE PY/8LIc WORK5 FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. C OUNTY OF SAN DIE TRACT 4 2 3 2 - 1 1 DONE AC ORDIN TO THESE PLANS; THE CURRENT SAN DIEGO 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY NGINE R DEPARTMENT STANDARD SPECIFICATIONS COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. AND SPEC AL PR VISIONS FOR IMPROVEMENT OF SUBDIVISION 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE GE NERAL NOTES CDNT STREETS AND ST NDARD REFERENCE DRAWINGS. APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 13. ALL PR/Y4TE STREETS W 1771 /N 7,y /S SV6/O/Ll/S/O,V 5/ -14LL SHOLV CRASS - SECT/ONS, A M/N /MUM OF2 "OFgSPHf1LT /C CaVCRETE 011E,P 4' J 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE OF AR°ROYED SASE, P.C•C. Cllea9, GUTTERS ,ONO S/DEW,4LA -S CONSTRUCTED, CONNECTED AND TESTED PR /OR TO CONSTRUCTION OF BERM, < WR ERE APPROPR 1ATEJ AN0 0771ER DET4 /LS 4S RE$U /RED ,8Y THE CURB, CROSS GUTTER AND PAVING. DIRECTOR. �`J /MPROVEMEIV TS S�'D. DWG. SYMBOL. R. GRADES SNAIL PEA / .N N /MUM OP0.5% AN/Jq MAX /MUM 5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES OF /5 %., AND DE91GNE0 7L217Rq/A/SURF40E HWTER PROPERLY. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE 7NE M/N /MUM 1IN0P3S7RUCTED PR/Y4TE ROWD WID7AI SHALL 5E 2¢' 45 PER PLOT PLAN. RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EX /STING ' Q r G � ASPHALT CONCRETE SURFACING _ FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR A =INIS11ED GRADING SH4L1 BE CERT/f7ED ,BY.4 REGISTERED IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY CIll /L ENGINEER AND INSPECTED BY 7NrCOUN7Y FA161NEER Q "P.C.C. SIDEWALK _ EXISTING. FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF FOR DRA /NAE G CLEAAIWACE• 4PRP01 OFTHERO(XN AO 'L O (� G RECORD OR NOT SHOWN ON THESE PLANS. GRAD /NG DOES A107* CERT /FY' FINISHED GRAD /AI6 NCAUSE �Y' C Z r �� ROLL CURB E� DETA /L - Sf1T. 2. OF ROTENT /4L SURFACE DR4/A/AGE R) TH•47 AWY �/ V �) - 6. LOCATION AND ELEVAT OF IMPROVEMENTS TO BE MET BY WORK TO BE J \ DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PR /OR TO E4TLa0 BY a, HEO 17' IS or O �I) SIDE WALK RAMP CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY G -B GRAD /N6 eZ FT /F /CqT /ON. /FA 6R40//IK PERMIT /S NOT REtPUIRED �i GO Q0 - FOR 7;VFP,fD✓ECT A RE6 /S7,5PE,0 C/!OL ENG/NG`ERS CER77FIC.WTION �c J "�J EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES F0,? 7HE.0,PA 1NAGE CLEARANCE SHALL STILL ICE REpl11RED. f ��O -� STORM DRAIN LINE - - -- SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING v �� (�� �� TYPE "F "CATCAI A451N FACILITIES. _ 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY � �� ♦ TYPE "£" CURB NUT- 0-6 PRIOR TQ STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. CONCRETE LUG _ 0.63 NOTICE:ALL .ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL �/ `� STREET LIGHT ro / 1T F) yF. CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGOGAS& ELECTRIC COMPANY. � ltZ TELEPHONE: 1-800--04,?-4133 STREET NAME SIGN - - - - - - - _ DL 13 - - - - 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR STREET SIGN - - (QT�a agu -pgc - W 53 - STORR 90IN .0 TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS ( CL 6ANOUT TYPE , ",4 " — — WORK WITH COMPANYREPRESENTATIVES EX/STINC STREET LIGHT �> —— NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE � � VCP SEWER MA /N "UNDERGROUND INSTALLATIONS" : FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. Q/ LEUCAO /A COUNIy/y4TEP SEWER MANHOLE STANDARD P 13 C.C. TELEPHONE: /- Boo -442 -4/33 Q � DISTRICT STANDARD 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE MR IA �- SIANOARD DEAD END - - _ - - - - S UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND �� EY,sr 15 T 4 o 0 DRAW /NHS eT BEAR THE COST OF RELOCATIONS, 1F NEEDED. Q. / I6 O STANDARD SEINER LATERAL - - - - - - - S-13 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND - INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT CABLEVI5IDN TELEPHONE: 755.9361 e� 9 G) �J 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON / ?' 110 \ �P�E F r c� ASBESTOS CEMENT WATER MAINS, CLASS /30 – – – – – – — �_= THE "AS—BU/LT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED r��n r• q of n ri 1 /�-} / / �' !� fro �Ij BUTTERFLY VALVE ASSEMBLY It WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED / �f /TvL L /Y /V ✓. 0 Q�E It Z ` - - - - - - - - TO THE COUNTY Of SAN DIEGO. �� 5 f% �? Z f� /9C��0 9 to E �sr• fIRE NYORANTASSEMBLY RICH 540 o t E IV - _ _ _ _ —_♦ fN. 12. NO PAVING SHALL BE DONE UNLESS ALL EXISTING POWER POLES ARE alit B[OW OFF RSSEMBLY - _ _ _ _ _ _ B. RELOCATED OUTS /DE THE AREA TO BE PAVED. _ RIW - - - - - -� •' 2 I WAY OLIVEN144IN MANUAL 41P RELEASE ASSEMBLY T 11 3' 1 4 3 M I 1 \ MUNICIPAL MAW —� -- k 2 61 1 1 N 0 EEN , 4 6 � 6 61 6 I1 � . +���\\ 5 REEK 1YAY� � COOL NGR D ISTRICT tTANDAROt 4. C. x A. C. xFLAN(;E TEE W FLANGE VALVE 42 4? I I 6 1 ,,r \ �COOLNJ�� .w . , o ALL A.C. TEE 32' 32' /0' I �\ -���� Ist - - - - - - - - - - — 5' S � I I G9 Rs � ` , „� 2 � \ � p � ut, A C. LL A. CROSS _ �— £LENS. SHOWN ON PROF /LE S I V ix• /�! 6 �•,� 2• Z r 33 ?% CI �, 7 F.N. f0 0 � e3 ,3 L CAP AIIfMBLY – – — — — — — — 58 59 7 7 57 (n – 2 + – – – – -- 1 - - - - - - -- - - - _ _ _ ==t�' 28 32 WATER SCRVICE- - - - - - - - - - - - - — - --a � � I . —J— 7-f 73 7i �/� �� , ©i 1 29 30 31 INDEX AMP LEGEND -� NEW 4 P.C.G. SIDEWALK I s I 90 111 36 FIRE HYDR,4NT ¢ p h Il 79 , . �, SrORM DRAIN - -_ MOUNTA /N VISTA OR /ICE SECT /ON �'- I ' 111' g INLET ♦ SAN DIEGO AREA REGIONAL COUNTY STAN ARD MANWS As II +� N SEWER LINE - --- L � s4 "µ MANHOLE 7 - -�_- R/W R/W ��w17oo ArA � I � " � 14' 44 30 3' 5 76 77 re �I s3 ti 4 t . ,a v n2 WATER LINE - - -- DIRECTION OF FLOW 12' 20' /0' I II s2 SO 49 ` ` I I' 41 STREET LIGHT <PNT-) 47 !f 1 b* SHEET NUMBER 12% / ELEYS. SHOWN ON PROF/L E , :1 ¢ �' s � /'f' /�� o I I I I 2 I /, / / A ��- r r 4 � / BLOC � � / A / 5 / T n / �-/ -� uBD /V /S /ON Bq,N�D,IRY Ta i.' •• �i �� r /L�Alot /�H/ A L`- --- - - - - -I _ y f, k' ����, , '� �,� /VII /V... / BLOCK NO. l — ?� ���f 1 \ �� `) o� ` ,,g STREET SIGN /900 t — = == ___ -=-J sr' MO(�N� - ANN 3 lM� 3, RA�r q -7n�1 oL Q Eyisr / ` 1� ��Ay V / / -I� /V! /4 /n / STREET IJIgME SIGN s r �� 4'P. CC SIDEWALK I HEREBY GREE TO COMMENCE WORK ON ANY IMPROVEMENTS _ Q `' "� �� V A ��� � SHOWN O THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF- VIST j A WAY WITH N 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION GLEN AR JORDRIVE WILLOWSPR/NG PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY ((/ A AS BU /LT NORMAL VORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH 4 24 Q ((L ORI eY 1✓� .VcE 9136 THIS PROJ CT OR NDER MY CONTROL. 4 2� `ERA /G, 5UVl7 U/5 $ NO ?NOMB I2 /9�dS OWNS : YILLA CREEK DATE BY C//R1$7'0PAeZR HOAf ELEVS. SHOWNONPQOFILE ��ro>' (� COQ /�5 /TE Y. ROLL CURB. SEE DETA /L 3► � N7A►NYI >A �� PLANS PREPARED BY SAO SS: /97 AIWCHZL,0, SviT 140 SHEET No z, a CRAIG, BULTHUIS a NOTHOMB C R`''N CA 927/S �, r rj t r /� //T A/ � /^ 4 j n r A/� -�, I i PHO r <714) 9SS -0410 PRIVATE DRIVE S C7 /ON (w, NSene�`wAr WAY / L L H ��L: /- H /�/'I C�/ v / / / V �� /V, f I / V �,.� /.� / ! 1 o W 2 6// Adams Ave, – San Di�yo CA 92/l6 p fp ' ASS£ SOA'S PARCEL ;257 COetAt6R u1,rE V P90NE NO, 2'7-397¢ WO. No. 1725 sf TA £ STRUCTURAL SECT/ W ILL SE N --- - - -- iY/T/1 AN DIEGO COUNTY ENC /N /TAS l� 57ANDARDSANDyALL 5E Z'AC oN 4" A.S. MlN, • (TYPICAL ALl SECT /ONSJ � INDEX MAP � AI ATE CONTRACT V 4 SCALE /" = /00' PERMITS s►,EET I l8' lB' COUNTY OF SAN DIEGO 8 EL£YS. 6 ,4V WN ON PROFILE F/RE /CAL RESIGWITURE OF N A D PARTMENT OF PUBLIC WORKS M/ SHEETS /x HYDRANT . 1 l7GMl [OCAT /ON VILLAGE PARK NORTH COUNTRY UNIT N0. 2- LOT 10 REZONE PERMIT NO t�i� i OLI AIN U IPAL WATER DISTRICT VICINITY MAP SPECIAL USE PERMIT NO. P a0'l /� 3 /LO /d/ PLA FOO THE IMPROVEMENT OF SD -001- 250-02 ND SCALE GRADING PERMIT NO. L-9939 COIUNTY OF SAN DIEGO M. C.E. 15325 DAT ID. NO. R ,SEE DETA /L, 3NEET No. 2 . FLOOD CONTROL DISTRICT SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK TF AC 4232 — I WINSOME Pt.,000NT LN., COOLNGREENWY. SAN DIEGO LEUCADIA COUNTY WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT N DNCrNdon AVD sY Dete � �^ WATER WORKS APPROVAL As gu/Lr" / DESCRIPTION: I? " IRON PIN IN CONCRETE STEEL POST R , °M, Approved PRIVATE ST \��T� A PPROVE BY: B L - ENGINEERING -- - - -- - 0.C. 0071 "R�GISh`' C / E THE DISTRICT J. wurw°v y Q Q - LOCATION: O. IN. RUN IV LNG RAN N fo f awoly sIO a1MEE o �: ° W. APPROVED BY: APPROVED DY: -. �,.dG� APPROVED DY: R.C. I 5 ( S / / /'Sp P Ewr�w.N �1 cl....« w: T.M. / _.��� /JBZ 0 ELEVAT N Arr.�Mdm: JAN 19�F DATE: / /X�%j DATE: O�ti �. L D. N0.3D 01.250.0 ELEVATION: I ?'.773 DATUM: 111C E G.S. 4232 -I DATE: R. C. E. / +cRCI:..nAr� FILE N0. I •PERFECT ' wroru.E - PLATE A RODNEY STOKES CO. GENERAL NOTES SPECIAL NOTES SEWER NOTES WATER NOTES 1. LOCATION AND ELEVATION OF MPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD +' 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY W� ER DISTRICT (L.C.W.D.) STANDARD MEASUREMENTS PRIOR TO CONS - RUCTION OF NEW WORK. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF THE OLIVENHAIN MUNICIPAL WATER { SPECIFICATIONS. DISTRICT. CONTRACTOR SHALL HAVE A COPY 0 THE STANDARD SPECIFICATiOt�S ON THE JOBSITE AT ALL TIMES. � 2. CONTRACTOR IS REQUIRED TO FAKE PRECAUTIONARY MEASURES TO PROTECT THE UTIL " Y LINES SHOWN HEREON r 2. SEWER MAINS AND LATERALS SHALL BE TESTED USING AIR TEST ME HOD AFTER CONSTRUCTION OF ALL OTHER 2. WHERE ELEVATIONS AND GRADES ARE NOT SHOMI ON THE WATER MAIN PROFILE TOP OF PIPE PROFILE IS 4' AND ANY OTHER EXISTING LITES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. (48 BELOW CENTERLINE FINISHED GRADE OF STREET. c 3. CONTRACTOR SHALL NOTIFY T04 OLIVENHAIN MUNICIPAL WATER DISTRICT PRIOR TO STARTING WORK NEAR DISTRICT 3. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO CONSTRUCTION. 3. MANUA'- AIR RELEASES SHALL BE INSTALLED A( ALL HIGH POINTS ON THE WATER MAIN PROFILE. FACILITIES AND SHALL COOREINATE HIS WORK WITH THE DISTRICT REPRESENTATIVES. TELEPHONE 753 t 4. CONTRACTOR SHALL NOTIFY THE LEUCADIA COUNTY WATER DISTRICT 48 HOURS PRIOR "0 STARTING WORK SO THAT 4. COMPACTION OVER AND AROUND PIPES IN EASEMENTS TO BE 90% MIN. e 4. UNLESS OTHERWISE NOTED CONNECTIONS TO EXISTING MAINS SHALL BE MADE WET. THE TIME AND DURATION 4� INSPECTION CAN BE PROVIDED. TELEPHONE 753 - 0155. ! OF SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. 5. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPE "TOR BEFORE BACK FILLING OVER ANY SEWER 5. AS BUILT WATER LATERAL LOCATIONS SHALL BE SHOWN A.ND COMPLETED ON THESE ORIGINAL PLANS PRIOR TO WYES' 5. A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SMALL BE LOCATED ON THE PRO- LONGATION OF THE STREET RIGHT -OF -WAY LINE WHENEVER POSSIBLE. NOTICE OF COMPLETION. 6. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPRO'aL OF THE L.C.W.D. ENGINEER. 6. CONTRACTOR SHALL OBTAIN A P:IMIT FROM THE COUNTY ENGINEER ROAD DEPT. FOR EXCAVATION WITHIN COUNTY 6. INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY FIRE DISTRICT. RIGHTS -OF -WAY. 7. APPROVAL OF THESE PLANS BY THE L.C.W.D. DOES NOT CONSTITUTE a REPRESENTATION OF THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE 7. CONTRACTOR SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL-SAFETY FOR 7. ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS. FOR LOCATION OF WITHIN THE LIMITS OF THIS PROJECT. ALL TRENCH WORK WHERE FACILITIES ARE TO BE CONSTRUCTFD FOR OR TO BE (TURNED OVER TO THE OLIVENHAIN CABLES AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. MUNICIPAL 'q.AT;R DISTRICT. COPY OF PERMIT SHALL BE SUBMITTED TO THE (DISTRICT PRIOR TO START OF ' 8. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF IHE SPECIFICATIONS. WORK. 8. ALL ELECTRIC AND GAS SERVICE: WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS. FOR LOCATIONS 9. ALL PIPES SHALL HAVE A 4 INCH 1',I'IIMUM CRUSHED ROCK BEDDING -HOWN ON L.C.W.D. STD. DWG. S -12. b. ALL LOTS ARE TO RECEIVE A I INCH COPPER WATER SERVICE OF ELECTRIC CABLES, GAS PIPH 1 AND APPURTENANCES CONTACT THE SAN DIEGO GAS " ELECTRIC COMPANY. WITH 1 METER. DO NOT LOCATE ME9 RS IN PAVED AREAS. A 3/4" 9• NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR iEGULATIONS. THE CON- 10. INSPECTOR SHALL BE FURNISHED 3 SETS OF CUT SHEETS. HIGH LETTER -'W SHALL BE IMPRINTI IN NEW CURBS AT ALL TRACTOR SHALL BE SOLELY RESPO4SIBLE THEREOF. 11. ALL LOTS SHALL BE SERVED BY 4 INCH U.C.P. LATERALS SET AT A 11NIMUM GRADE OF 2r WITH A MINIMUM WATER SERVICE CROSSINGS. (EXCE1 "I14 6 LOTS 79 E 90) DROP OF 0.3 FEET AND AN INVERT DEPTH OF 5.5 FEET MINIMUM BE[ )W THE TOP OF CURB AT THE PROPERTY 9. ALt_ EXISTING rACIL - TIES WHI.H MAi AFFECT FINAL DESIGN, I.E; LINE CR OSSINGS, 10. ALL UNDERGROUND & LATERAL SERVICES SHALL BE INSTALLED BEFORE THE CONSTRUCTION( OF CURBS, GUTTERS LINE, UNLESS OTHERWISE APPROVED BY L.C.w.D. (EXCEPTING ! OTS 79 E' 80) LINL I'ARALLLLIN6 OR PRUPUSE) CONNEC "BUNS SHALL bL rILLU VERIFIED. OR SURFACING OF THE STREETS. 12. STANDARD SPECIFICATIONS FOR L.C.W.D. SEWER CONSTRUCTION ARE AVAILABLE AT DISTRICT OFFICE. 10. REVISED STANDARD SPECIFICATION FOR STERILIZATION, SECTION F 11. NO DRIVEWAY DEPRESSIONS ALLOWED WITHOUT DRIVEWAY APRON CONSTRUCTION. 13. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE CONTRACTOR, C -1 TO READ AS FOLLOWS: "....A CHLORINE CONCENTRATION OF. APPROXIMATELY 50 ppm OR THAT WHICH WILL PROVIDE A MAXIMUM 12. ALL STREET LIGHTS SHALL BE STANDARD 7,000 LUMEN H -F 5OD1444l ORNAMENTAL STFEET LIGHTS UNLESS OTHER- RESIDUAL OF 25 ppm IN ALL PARTS OF THE LINE AFTER 24 HOURS WISE NOTED. 14. JOB MIXING OF THE CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE L.C.W.D. HAVE ELAPSED." 13. THE CONSTRUCTION OF ONE PCC STANDARD RESIDENTIAL DRIVEWAY PER CONDOMINIUM, 0CATION TO BE DETER- 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY SUBMITTING A DETAILED PLAN SHOWING THE SEWER e WATER LATERAL DATA TABLE MINED IN THE FIELD BY ENGINEER OF WORK. PCC SURFACING OF DRIVEWAY TO EXTEND FROM BACK OF CURB TO DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE PROPERTY LINE. HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTAL- LO T MAIN DROP INV. SEWER CURB DEPTH Cl/R'B LATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND AP- NO, INV. TO CLEW UNITY ILIV. At EL Y, REMARKS 14. STORM DRAIN PIPE TO BE R.C.P. (1350D) OR A.C.P. (2000D) AT THE OPTION OF THE CONTRACTOR UNLESS PROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS 0. SEWER 3Ewea ) WATR OTHERWISE SHOWN. BENDS USING A.C.P. SHALL BE ACCOMPLISHED BY USING FACTORY MANL -1. 6EVELL-, ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL [11`V. V. MAIN ( ' PIPE OF 5 OR 100. ENGINEER OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. I 288.78 0.3' 291.4 20' 296.4 S:O' 290 .6 Ex44T. LATERALS 15. ALL ROCK SLOPE PROTECTION SHAL_ CONFORM TO STATE SPECIFICATIONS, SECTION 72, OF JANUARY 1975. 16. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 INCH MINIMUM LOVER AND ALL LATERALS SHALL Z 290,76 " 293.4 /8' 298.9 5.S' 298.7 ^ BE CONSTRUCTED CLEAR OF DRIVEWAYS. 16. A.C. PAVEMENT THICKNESS SHALL BE AS FOLLOWS: 1 wHLRE TPENCHES ARE WITHIN EASEMENTS, SOILS Rheuwvo o,u ii,i 'sn ouni�iiitLU TO THE ENGINEER 3 289.82 " 29. 3 18' 2978 // ?98 0 GRADES OF 10.- 11.991, 2� A.C. OVER COUNTY APPROVED BASE. OF WORK AND THE DISTRICT ENGINEER BY A pUALIFIED SOILS I rNEER WHICH CERTIFY THAT 4 288.14 " 290.3 /8' 295.8 515' 29 .6 GRADES OF,12 13.99 , 3 A.C. OVER COUNTY APPROVED BASE. 'FRENCH BACKFTLI, WAS COMPACTIA) AS DIRECTED BY THE SOILS E ;INFER TN ACCORDANCR WITH S 28270 " 284.2 20' 290.2 6.O' 29 .5 ON -SITE EARTHWORK SPECIFICATIONS AND DISTRICT SPECTFTCAT )NS. 6 z80.59 " 2820 /e' 2ae.0 " 2878. 17. POWER SOURCES AND RUNS SERVING, STREET LIGHTS SHALL BE SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. k ! 18. P.V.C. SEWER PIPE MAY BE USED AS AN ALTERNATE TO V.C.P. SEWER PIPE. 278,04 280.2 18' 286.2 " 286,1 ALL SOURCES SHALL BE LOCATED VITHIN THE DEDICATED RIGHT OF WAY, OR WITHIN EASEMENTS DEDICATED TO THE 8 279.13 " 281,0 17' 287.0 2,97 COUNTY OF SAN DIEGO. 19. CONTRACTOR SHALL NOTIFY L. C.W. D. 48 HOURS IN ADVANCE OF BEG 14NING WORK SO THAT INSPECTION CAN BE 279.59 281.4 /7' 1 287,4 28 3 -+ 280.66 " 2 2.2 /e' 2 @8.2 2 88 3 1/ 28459 " 283.3 28' 1 289.3 6.0' 200.2 20. SEWER LATERAL TABLE IS ON SHEET NJ. 2 ANo 3. 11 287.30 '' 289.,6 20' 294.6 S•0' 2948 .EX /Sr. LArERALS _ 13 _ 282.45 283.9 S' 2 09.4 5.6 289 5 14 z81, Gs " 2493.1 8 ' 288.6 tt 2819 5 _ St.eef width l5 281.35 1 Z828 7' 268.3 ,t 28 3 /6 260.32 1282.0 a, 267.5 It 287 3.50 17 2 7,9.95 2918 7' 267,3 '1 287 I8 278.97 " 280.9 7' 286.4 " 28 4 so' /.0 IF 278.57 " 280.7 7' 286.2 286 3 0.30' 10 278.05 0.3' 280.4 6' 285.9 2B .7 Z I 27740 280.0 20' 286.5 5.5' 20.6 a ,c 4 71 276.82 ,1 279.3 /0' 2853 6.o' 28 Elevation Shown 279.03 280.9 18' 286.4 s.5 286.2 _ on Profi /e Q.S'R 3 4 291.10 " 283.0 /8' 280.5 /t 286,7 zs'R TOP IrCWTB flfV. P5 281.67 283.6 18' 2W9. „ 288.9 282.74 284.6 /8' 1 290. / 290.7 FIA0111D STREET 0TACf 17 284.2o 265.8 5 2943 S•S' 290.7 Weakened Alone P. /, a O•S h h 18 285.02 it 286.0 /6' 292.0 6.0' 1 292 / 285 64 /t 6 . 9 /6 292.9 29 2 ✓� %{ INVERT DEPTH - - -- 0 2 28 86.58 288. „ 9 18' 29. " 292 2 (SEE DATA TASLE) IATINAL INVERT CURB ` GUTTER -ROLLED - 1 V E ` 31 2e719 288..7 /e, 2 7 " 2945 31 288.88 " 290.7 /8 296.7 " 2 4 "V C.P. B 2.0'/. MIN. - 29S.3 2-941 0.3' MIN 33 29? so " 2sas.3 22 301. G .ol 30x4 NOTES : INV. ELEV 8 SFWlR MAIN 35 296.94 „ 300.6 20' 305.6 s o' 8 £X /ST /NG LATERALS �p /, Curb a. Are - 2.33 s �f LATERAL 9• 36 299.79 1302.0 20' 3075 S•S' 30 6 Q 2, Transition to type G curb 4t a// Curb retvens, except where LENGTH S /dews /k ramps are Provided, and 0 a// Cv / -de -sect with 37 30233 303.8 9 309.3 n 305.3 dro ln age 9TrVa7 r/re9, 38 2.99,54 " 303.2 9' 308.7 „ 308.7 3. See standard �.icq _ O- 6 for curb ;n/ef. 39 29 1 1 8.76 303.1 9' 308.6 308 6 4. Con te ore sh4l C - zsao• TYPICAL MWfR LATERAL PROF/11" 40 297.39 0.3' 302.8 9' 308.3 ss' 3081 S. See stand4rd dr4 jiey, 0- /O ter ,joi y' de. ai /9. 4u A/Q 3 -- --- - .r.. - TOP OFCURB i v :•.i.. EXP�JNS /ON ' GUTTER ,� / 3 /,,Aes SOR.SS (C0/✓7, ON SHT. 3) PRIVATE CONTRACT ; *� /�° SHEET ✓O /NT COUNTY OF o DEPARTMENT OF PUBLIC BLLIC WORKS DIE 5H8 5 N ,rEwsECnoN EPAR SE /ON�4 =,4' 3 v 6 +�10N 24 • S/N6L E PIPE SAW CL /T ExP4 NSicvV ✓o/rvT �o '000BLEP /PE PLANS FOR THE IMPROVEMENT OF {;(F 2: 14 z PR PROF /LE YAR /ABLE SLOPE ' COUNTY OF SAN DIEGO I\ 19 1`99 1•✓HEN MOM0 THEN ONE ES A JA - - -- A Wes, P /PE ISUSE ACT _ D T / R N0. 4232-1 � Z N �V � `' sr - eC /F /CAT /OMs' �5' COUNTY APPROVED CHANGES „I"� S and SCHEDULES • X7,0. D/V6 11 D-27. a [VARIABLE SL011f- PLANS PREPARED � BY No . Description A BENCH MARK p A By Date �P" /ROMP /N /N C'ONC'QETf STEEL POST Recom a rA prbv Approved O ./ fir( / Cb.CLl' /d d�hai/ �+.�RcACb. ,( / Description: r LO J. MAJfMA" 2 CRAIG BULTHUIS NOTHOMB o f �° ' Subdivi'onnEn'I" r DF F.w. ExPANS ✓oiNr � •1/ Location: _ 0" 5 /N. C N7 FE � } /°LAN V14-W 2611 Adams Ave. - San Diego, CA 92//6 /!0 S fROM P 1119552P Engineerofw rk Checked by T.M. COUNT DENCF/ LEVELS .P S ? Z OETA /L CU OUTLET FOR ROLL TYPE L' URf3 Plfo�tE /vo, 6/9) 1097 -397¢ WO No, 1726 Record From: � -- - - .77,3 � � c � Approval date p Elw: Datum: - 4 434 - Z NO SCALE _- 7 CL FILE NO. I "PERFECT"wroraa i PLATE A RODNEY STOKES CO. I' 280' VC. o�d W U16 ^ p � (CON�: FROM SHT. Z o! H O cn O / m v, p N LY CURB SEWER 6 WATER LATERAL DATA TABLE TOP OF EX /STING NLY. CURB ELEVATION o o "' f � I� `i' �o t "' �' `` 2'0% � LOT MA IN DROP INV, SENVER CURB DEPT CURB Q , ti M p M 310 N0. /NV. TO ELEI! L ENGr E4E! h� ELEI! REMARKS E1Et1 MA /N A SEWER WATER Q, O fL W - LINE I 4/ 192.82 0.3 295.7 36' 301.2 S.5' 301.6 292.11 2 2S 4 E p M NEW TY E "G CURB 4 z 292.7-9 295.7 37 30 /.2 1501.0 43 ..300.8 1/ 30%0 vl H 1520 44 292.07 " 295.3 22'y' 300.8 S.S' 300.6 1500 2 �� � o 45 292.19 29�f 6 30 300.6 6.0' 300.4 N or- / H N 6 0 °1 0 280' VC. I ELEVAT /ON 46 292.24' 29.6 32'' 300.6 6.0' 300.9 - N // ^ ^ 47 29S.GS " 300.5 9" 306.0 S.S' 306.2 48 295.91 300.5 9 30f.0 it 303.8 %a cn FLOW LINE O o p t i - tA O a ^ O p ` 49 296.00 297, 8 9 303.3 S.5 303.5 290 io0 V C ro O M m o p O n M z/O SO 296.23 296.7 /0 V 301.5 4•.7' 301.3 ROCK En/CASSD N n 6 •J 51 283.48 " 286.5 30 291.0 SS' 292.2 N'LY. CURB d N a O T 52 281.69 " 284.9 /9 290, 4 " 290, 2 M N rim 53 282.09 " 284.2 18 289.7 1 289.8 00 �0 Q ° I� n N N `9 H O r�' ��Q� 54 280.81 " 262.6 19 288.1 1 288.0 all N 287.6 29Z 7 �// NEW TYPE N 3 % p lh t` I S6 2�9.� " 292 0 /8 286.5 286.4 00 280 57 277.19 279.9 /.9 285.4 285.5 58 276.64 0.3' 278.9 6 1 29+.4 284.4 n1 �rQ 0 / / 59 27603 " 2779 35' 283.4 " 283-5 60 275.79 " 2775 26'.' 283.0 5.S l 282.8 G/ 275.68 276.9 22'' 282.9 6.O' 282.9 62. 275.88 " 2772 39 283.2 11 283.3 290 / V 63 276.18 " 277.7 41' 283.7 283.4 / 64 276.46 " 278. / 6 284.1 " 284.2 -� e I% / � 65 276.62 " 278.3 33 2843 " 284.2 (0. G66 277.07 " 279.0 26 265.0 ° 285.0 n1 a00 /// O 67 277.37 O 2 - - IS" 285.3 285.1 \ N r^ 1 68 27739 " 279.4 13 _ 295.4 " 285.6 2 80 I 69 278.24 " 279.9 /-5 285.9 295.7 70 278.28 " 280.0 16 ' 286.0 " 286.2 71 281.86 " 28Z 8 22'' 288.8 " 288.7 72 282.36 " 293.2 2 ' 289.2 " 289.3 73 282.52 " 283.4 24' 289.4 289.3 PROF /LE: MOUNTAIN VISTA DRIVE 74 28290 " 283.9 14' 289.9 " 289.9 270 SCALE: NOR /Z. / "- PERT. /"= 8' 75 282.90 284.4 2 ' 2-90.4 " 290.3 76 282.61 " _ 283.9 S'' 289.9 " 289.8 77 282.39 283.7 1 '' 289.7 " 2 89.7 7B 28487 0-3/ 283.1 2 289.1 6.0 289.1 v 79 9 /0 a 12 13 14 15 16 17 18 80 �44 V V W 6E9-Y`1 (REM VE) Q y 2 4 SEESHEET7 CONSTRUCT 4' -6 "fit' /DE O 2 p t; C ONC. S/DEWAZ K Q t� Z , �$ 75 76 7 52 50 49 - 9z o y l R i o 78 I 48 47 3 SEESHEET6 earl ( - n o n h 1N W 5I le 4Q I m O a, Q I` 4 �� Z Wpb consr ucr I h l 3g j ?SCURB �1 �� 38 IQ EX/3f so�rE +• I O ov ia.or c.F OUTLET �� ,r. V 4 I R r /NITAUf10,EWALK,PAMP I IW vavr w Q eF XIST• cnn , c8. Eli.1'TD 6 t - - -- -- - - ��) g�E W wig I ^IZ EN /ST TYP "G" CB. _ - -- LV -- 55. GoNSTR7cr r r - - - - -�- - -- S -- �:- .,:.::•:,..: 4' 11.49; of EXISTING pG q8 y . O , NG Id ACP. - St• TYPE G'•cE. I ivaE ••G a o _ 10 N80 e08'35'W /i - 12 SEX /ST. 8" I Y.C.P. 13 - E � s E /ST. / 6 "A. C. M - ° -- - V�STq a I �5 R rE X/oo q 'Q N69e "��ee of _ / ":40 d ?'55 "W I - -- SCALE CZ1 I /7 DATA NI A = 10°25:40" L -L 3 I R = /000' H I L= 182.00' EXIST /NS IMPROVEMENTS TM 9022 9 I T = 9/.25' 11 - 63. 21 9 M06 /N ✓/STA OR /YE j J /4 *79.2/ 9- MOUNTA /N YIS OR/VE . DATA = 0- � COUNTRYWOOD LANE a a V O *00 9 4Y/NSOAfE PcRCE I Q A= 1 I R = /000' L = 3/.3/' (� Q U PRIVATE CONTRACT SHEET COUNTY OF SAN DIEGO 8 p PLAN: MOUNTAIN VISTA DRIVE 3 DEPARTMENT OF PUBLIC WORKS SHEE �m PLAINS FOR IMPROVEMENTS IN MO NTAIN VISTA DRIVE STA. 9 +83.26 to W � W L �' CO N Y OF SA DIEG0 - TRACT 4232 16 1 72.09 N COUNTY APPROVED CHANGES Z BENCH MARK No. Description A roved By Det / Re n fo Appr al Approved PLANS PREPARED BY Description: /? " IRON PIN /NCONCQETE STEEL POST � O " A� BV��7 C 7 e OR ...1. MAILMAN 2 CRAIG BULTHUIS NOTHOMB L Subd • zionEngin r DtR. F ew. a•- -- - Loca 0.5 M /N. L N SANTA FE ltl 26// Adams Ave. - San Dieg CA 92//E -- - - - -- POAD AC�O J FRO 111 "S5 Engineer of work Checked by W W 9 i COUNTY /3ENCN LEYELS T M Z 0 WO Record From: �/�',`J > No. /725 - 129.773 U. S. G G S . � .. APprovaldate 4232-1 Z = I ;L Elev. Datum: R.C.E. 9/3f W CL. FILE NO. 'PERFECT'wnoFac''. PLATE A RODNEY STOKES CO. I Ilk ti W I 607C. l till 3/0 �' o a v I Q Z ' O 4i O \ M — 2.Sgi M O W'LY. CURB ` A 60 �c. TOP Of EX /STING WLY. CURB 4 tie W 300 $ W �ti4� ` G M N M ^ 607C 0 t� O V 407C. ° ° o rLOWLINE 46p N o .300 Ch NEW TYPE "6" CURB E62177, R -• ,� G3 99 h lt1 1 * ^ 3/0 � 9> % M ��°, o u m �� y to czi W'LY. CURB 290 ELEVA710N 300 _ M I 4i Q3 Q M 280 _Yc R¢% 0S 290 W 290 m� o 280 PROF /LE: GLEN ARBOR DRIVE 270 SCALE: HOR /Z. / "= 40' VERT. 11=81 4 5 6 7 8 9 /0 ° o C (/RB DATA Jr �i 9 �RVE�Jp R= 36059'05, �r� # y8 X10 `'� h 4 = 146.00' zk 114) 19 19 REnove ewsr, gears V I v ti pLK�v R VII "33'54 "W I .I SEE SH� T 5 O i � 14 \ COgc0 51 0 ��/1�J h� 0) 36 35 34 I I w h T y CURB DATA I ~ e I r / E 99 a j V s 1 d = /e 33' 4 " �^ I )h. I i to EX /ST. SEWER WA . TER ` 33\ c'\ //_ " " ' b = 620' s I Q I S~ S R TIONS CONNEC f• I I °— N P E G to l �I r� /2 P I,jE I �� EX /ST. CONC SIDEWALK ti� I a L = 16.93' o , I _ �I ��., (TYPICAL) C DR` m I i / T y IT = 8.4z'I m v+ � � � I ti m CONSTRUC 4' 6 "WIDE I \o �v I 44 P ro I \ ' VE IFr (7 1. I , JERIFY / \\ ` CoNO IT LKA tD °Ypfr"N , _ ET _ reN N - -- " I Io �XUT Co. tD I n �YIST. 1,A F. PEA OVTLer 1 , w�,344"_z S7017 5T•LT, EYIS, 8'ACP /6 AsPHALr V – I I A6 I B "YC➢ 2a GLEN 6w 0urr p p CXrSr I �MGeG. accESS owr 1 + _ j A BO/T T snLr. DR /V g N /0 "W 1 9 sr.Lr• 01 �// S EWEA.R END I r °gc➢ EX /ST /0 "A E X %ST. 8 "KC. 6�a.� I tnl of 0 t 1 (7 r a o I � a . l CURVE DATA �� W _ ° "o e� cn hi vl d = 1'33'54" ai v R = 600' / Z I L = 16.39' J Sa y w� G,p Bp T - 8. /9 O 1 �aT Sr F L D,Q �j I R = 330' S'C L =155.42' QLE T " =40 oIW tiy��r a T = 79/8' F T N \T f� 9TTC I ati V PRIVATE CONTRACT SHEET 7 COUNTY OF SAN DIEGO 8 l PLAN: GLEN ARBOR DRIVE DEPARTMENT OF PUBLIC WORKS SHEETS Q ! PIRECISIONI t PLANS FOR IMPROVEMENTS IN .. STA. 4,02.89 to N GLEN ARBO RIVE STA. 10127.13 COUNTY APPROVED CHANGES UNT OF DI GO -TRACT N0. 4232 -1 2 N R`:CISIa ;:.1 PL ANS PREPA SY No• Description Ap ved 6y Date BENCH MARK ' (,,ryry r �7 IRON PIN /N CONCRETE fTEEL POST Re a "d/*d for pr l Approved 7 t , , CRA /G, BULTHU /S NOTHOMB as CiU2T I Description: 10 4r - - - -- — � oc Location: Oo Rl t nnlCRrti.':+ ^ +` 26// Adorns Ave, — San Diego, CA 92 Location: S /N F z ✓. Subd vision En in Md s1MnN er W Ct N N NT FE DIR g , P. W. ROAD 1707011 FROM PP ///9551P O Engineer of work. Checked by W Record From: COUNTY 618CH LEVE S T. M . WO /Vo. /725 — - - 1 V s. Approval dot ? 2 - -. -- - -_ Elev: I79 IT3 Datum: 6 'f• C . X 65. e C7 E 9i c 4232 - 2 Z FILE NO. I i •PERFECT•t.Ronu PLATE A RODNEY STOKES CO. � = 47• S4 4e 11,1" 2 - 2 p c) p O 0 a M tOUTH FLOW LINE 300 S o 3 9 I ` :W 10 v O 1p N - \ c t SE£ GROSS 0719OETA /L TH/S SHEET h LAJ 1 3 zt �o CROSS GUTTER (6-12) 1905 � m 40 C. ti � o X S� FINISH GRADE N V iy o • �� v ti - EXISTING 611OUND LINE �' ¢f /N/SN6RADE \ ti 2 , o - - op N W n1 Q 'W 300 _ \ �l o N 0,23$0 Q ° 61 O V C c cb.za - -- h o W h W a FINISH T /9 - 19 - W ° W h 2 ! 6RAME 4S- q.S o W rtl r� m o ti >4 n k__ a ti d a Z ? m V \ N V o 8" °` " .., ., h p `" 0 n m q v �. T.P. 110.]] qCP p - -_ _ �ti o \' 2 a o o ^m Of 1AC. P �J p Ps/ 3 6 t �, p a. s n a �. n x s' TOP L /0 t P I ' 8 \ M C Cl V n Vi 3.3 a -� R°� %.. tia h `c, m 0 .00 0 / 0 4 _ - 1.50% - - -- - - - - - - -- - - ` W #N [U6 TV /LCP + A. 1.0 /e - - -- R „ i - - = 275 97 � 95d5 EXZR_ ESSION o iU L @ � A.IP 30 h �� TOP 8 "AC - 8 "acr V.C.P @ LOMp °�< o v NORTH FLOW LINE ti o :C''.P eti N P /PE - ��� 84.491 g „ VL.P�6/51 $ . 3 . 11z, p O, o 300 N r N 4-v 13 , � 8 ? % Co V. C . 1301.3 B�vC v P Z _ h o t14 Q INZS � ti L Q N y 11 9.7 "AC P � 6j �frg 1 • 89.88',.8' =P e L' 46 ) TIN nl ti N 0 N W N 4l n' ��� ? 0 V W ,W o lDl. 9d ' I R.CP @ 2.95 190 N N n " '° ti ti o v ti Cl) CL / /1350 -D) lass w.��i ,aas' , °•es' C4 "' N v n• � � (y('�' N a . ^ 'Fk v oZ t UTILITI S PROFILE ^s N R Z SCAL ES HO : l "= 40 VIP T. I "° 8 �� l \ 1 43, 41' crsoss gym. a i_-_44-(, 8' L:36.21 1�1 \ 913 2(• 1 � 1 I ` v 1 g. 4di to o4' 4-0-14i o, L- lGo•%1' x+6,75 PROFILE OF COOLNGREEN WAY `LANE 0 / 2 W 3; ,L y r 4 !GALES: N RIT l' =4 ' Far 1" =B' 6 7 B tj 1 m w go 8 17 s ry 15 ql4 /e o Ly. 21 W r £ S '; w s s m xtiltie x 4\j �\ EG ?q„ �Zr \ 2 Z t IS ro h b �, m ro o'3 b /f g cob P n ei x / 0 lei Q' .49' to • � ' , � 99 L'3s L / /, / 8p \ l3 µDtEl VEa1FY ,r, ��pcAP° J C Ot( V E 04T4 / N U L E LOT I M. N.N0.5 N66 LC 3. s 12• ti 9 _,9 �, 8.o'ss t LN.;j lO d =89'/1'19" R= 30.00 T= 25.59' L= 96.71' L 3 •o N B S 37 ' I 3 +� S �A'ED J , 90'47 3/ ' 12=30.00 T= 30.42' L: 47.54 / 06J 4.53 �/8• 7 =77'44 SG" R 50.00 T- 0.3/' =67. tiro . I 8 I/ 9 J ` / q °r�T��� x 6 , ��s O A 4 L 99 � _ /// 5'!0 4y-52. 3 � , O . 0 O eS tD � �-. /O ♦ 1!'c'.? l: J T E-M 6 k 4ri O e P E r�iNcFr� �� s 0 *� N °� co � 1� ^ * a ?i- /� �" � a� // � F�?s' "moo ��r ,,�.� tS ql / - 9 4 =6? l0'SS" R= 37.00" r- zz. L - 40.16 I /�/ ryR` 1 S 3 `6PglLc o \' n I h �J h w t W . m l9 ^ / ll ,. l sT /�Ntic , • f• b S o I 1 D 1^ w M�iQ 0'v R 7 °Rs.zl' L °4 /,GB x � / c y 7 1 1�; h 8 h 9 ce ,m /O �� Q �' o/ ^P (+ /iv / �N/>/P' /J � °� `E oe © d'6/'OL'0/ ° R' /0.00' Tr 5.89' L= /0.65' ^ • VLF ES SJo 4 f/SE G./z P /PE ��/ � ?^ h /n N SA O7 Q =2L ° 3/ 40" R' 77.00' T 14.64' b 28.93' $ sx - GF/GTHS o/V CURVE / fi/f J f rr 3t 85.90 sf ca 0 d - 8'00'00 17= 28 T- 19.93' b39.79' SEE SH ET /IA2 6 3s9 ' .�., W I , l •� 9 a =36 ° 55%7" R= ?0 00 .' T = 6.68' L:12,69' p . LB /2 y�56.S S " R = s ©.00' ,f,5 TRANS /T /ON F�POM d =29 z2 , 08 R , 20.00 T= S. 24 L /o. 25 r C.33<18.54 N s MODIRCD TYPE "D "/TOIL LUk'fl X- / 11 AI SoJS'IS'" R: W. 00 T =13/3' L- 24-23' 3 ,495 1 - - ` - ' 3 s„ n� W TYPE'6 "CURS e CC; UTTIP h S oe 3t? 1.20 S 4 =90'00'00" /7 '00" T =200' L =3.14' 3'z 3rz N < =zs z9 1 1 3 ^x L =114.0/' 5 3 y J � .;: / /3 4.90'00'00 "' R =200' T= ?00' L4.14' r qc'o '` ,�� 19 4• ?l'Od "13 "' 12'0100' ' T =5766' 4 34-10 / J N55•�1'3/"W ,9 9k1h 5 \ i S 6 5 C� 4 2 JO ,N 9 4 , 02 �- 9� � ' M / 4' � 4 9 ea 3 4-° 9 ' �^ ��� /f ' h i o� "� l5 4 =/9 °5241" /7 /0/.00 , T= 17.70' L =35.04' 3 w �', ^h 0 k 9' [.- f 2j 0 SCALE � 40' /6 q =62 °, 43%4" R= 10.00' T =G0,9' L: 10.95' A .i M W . 25 2.2 1 F7 / V �/ 11 4.1 ?4'46'09" R48.00' T =7 ?64' L -1?75' 2,9 2x93 m��.73 ,� 3 e t zs �{si ld R'� 07.00' T: 55.42' L *109.58' I �• Ar3 \ //VSTgLL W-4-3 -'NOTA Ti/ROUBH 19 d `1,9 R= 89.00' T =15.95' L 130..98' x l f°' O 111 C O. w V l Q� n A' (oD %Q/ �I / �\\ ?y>s STREET S /QA/ 30 "x30 w 9 x c�'� s w 2 I � G ry � i ¢. 3oozf .�OfpOCOO! tv 'T'G S (p �f 0 PRIVATE CONTRACT x \ ,> k s ! ' b �� C0 0 E/y N'gY 0 # IQF �f PLANS PREPARED 8Y SHEET p ti •\ 3z \x w 0 _ - _ \ F/�/ E/v rj FDE 4 RTMENTYOFFPUBLIDCEWORKS 8 W _+ 3 S ti� , ? ' - - ly ,+4y ��o�o� CRAIG, BULTHUIS NOTHOMB SHEETS Q CONNECT NEW B "A.C.P WATERLINE TO EXIST 3 :� l %' 8 "A•CP LlYREA10VlN6 fXIST.CAP ASSEMBLY -/ 5 y' O /'/ °'`30 ' 26// Ao'a/n3 Ave. - San Dieyo, CA 92//6 � 3 a h 2 s WO *tI725 PLANS FO THE IMPROVEMENT OF 8.0.. SlA 0 +30.00 /NSTA(L.K/ 11511y" 4 " ,,� ,; ` eo �ffs4�P�R � RIV�T STfiT C00 NGF#EEN Y LA REMOVE EXrCST /NO TYPE :4 ` S h ' COUNTY APPROVED CHANGES D /f(E CO/✓3TRUCT Ty4e * ( 9 I Ne. DeuHpfkm App ed By Date 6ENCN MARK 71 " 1/10N PIN IN CONCRETE STEEL /0057 Re n of for pro Approved ""ECISIO(d" f CURB 6v77ER e 1NTE,PSE'CT /oN I. 'jam �� /LT" Descripfion:_�C. O 1? JAI - 1 3 19$� Location: t � 1 5 - - -- - - _ . 1/ L o N / S T DIR OF P. 9 9 _ . w. �1 � � AS S1/01•YN Subd isio n En mee W f CROSS FROM 11//652P En ins rof work Checked by T.M. Recerd COUNTY /TENCH LEVELS 2 Z not 129, 773 Approval date �► US.G $ G.S. 4232 -1 2 =. ,v �r • Elev: Datum: � .• ^. _ _- - - -- -- -- ' R.C.E. 41 �' FILE NO. 'PERFECT'nnonL[ PLATE A RODNEY STOKES CO. 2 � W N w # h EX /STING GROUND LINE o c Q 9'0 24 " JtL,, WEST fY OW L /NE FINISH 6�1ADE o � 'N' 310 NL Y- r I Q 0 0 N ^ � h �I G/0 10 - p `7 . l� 21.5' /.06 a ^n 3 yvir+SoWAV 9�'0� v O f ° ° � ^o v% 0 -------- -- -�/ I - - +r CAP ASSY 30OW2Y- N ° O 3.t3A!'/° d „A T INSTALL MAR �$ ItSg9 76'TT :25�° 1 7 30f✓ - ice/ 6 "P RCOdcfs 1.5 /. 1.5 /. -�� MV C. •�, a @ M 30'V.C. 4 82.98 @ ` ��\ / 45.70 5 "'V ^P @ C.5% 8l/CP. Cf 123 o GUS TALL B.O. CAP ASSY. 1+4 - o•s / o 3/0 - o 4 FINISH GRADE ° I „n r Q ^ ^ h ? CROSS GUTTER (G-l1 J X30 W o ,� 50 a �'^ 4i '. 210 V1 -4 Q 140- ryWW � � 6 •Z � n _ � � h W V �. 41 41 N N N N bti> o' a `� !� h� 3 00 ^� � �joP 1.. 7, �� Q � w �, °° Rc0 o Q 0 8x 6 h' ? M a � a� s , £XISTIN6 v +��. ^� h 0 C / 4 Rf OU � � �, i Gtri, E�`t.q ^OKb £R k \ � �¢ _� 2 � GROUND LINE � h`, j / " YCP ° $ _ a a >� PROFILE Of PRIVATE DPI VE (W�Nso woY) @ /82/ a W � � o I SCALE: 1101211. 1 " =40' YERT.I " :9' 5101LY- I v > - N a o 61240E q MO o 1• b f\ o N c� b� N x A b Tdp Q. L 500 [ ' A rS I AA $ N 9 y6 O . OJ e ;.so .r. t 'Z '202.3- crj C L/ �� �J �1� (•1 (y o 0 L , 0• ; �i fL.l /350 0) `r �'' 2 2 ° 1.01 i•\o ?4 "R.CP @/ /4 % CL. ( /3S0-'q I o - 180 a ,O.CPCi EAS FLO L /NL� ! = y3.3Z' Z toy 87.c/d'B• @?.28% "AC 24 Q.CP @119% N • , JO'CONC. ENCAS[MENi 3 h h � T.P11636 TP275.77 ~ ` °o - 170 O N a,: 1-4 4i %14 v N N - �j PROF L E Of MIN P A �� o w 0 / fCAL : HO - 17Z. l ' > ' YERT. l 5' 3 ¢ 8 - 160 _ RfMOV££XISr G"A.C. GERM AND CONSTRUCT ( 157.7 61 = 4 , TYPE "G" C11129 & INTERSECTION AS SHOiVN FL . -- o -- - -- IS WON 90 ° CURVE TRANSITION fROM TYPE f "CUR8 TO ? / / «,BEr I / MODIFIfDROLL CURB (TYP FOR /30TH SIDES) S _ /(D Yom s CURVE DATA T48LE ya`�s; E O.. fq v� � o ti O A'90 00'00 R 10.00 a O 0 / ` • � . 1/ � c�•P,y4��_F.P� f4 � B -� / � � 10.00 \ L =17.24' T: 95 �zoo5� �� 4 = R ' /L 6G y "A O :139'41 '" R= 107.00' 7: 12.52' L 25.51' , o.49 N E E T 63 `Z, Q y \ TYPE C .O. 43 ° � V � 3 �'<i ./y \ J r. � 6 +85.43 ° , ? S S r . y O 4.4? 50'00" R =37.00" L 166' * s ¢ 49 SEE o� s 9 ' 39 ° 0o Qi 4.36 M. //. W. 1 T -/4.52 O ° - z o 6 . 35 0 0 0 2°j 6 *99.79 5 4-245 R °38.00 L :176.10' INSTALL B.D. CAP A55T �+ h � v Q t 7.20' 62 © --A S "00 R- " %058 T- 74. 75' L =141,4 10 m `y c L k 1189.37 CENTER OFCUL -DE -SAC '-4 ° ° J 2 � �A' %` � N tn��' - �\ (� d lG °52'56" R= 143.00' T: 21.2?' L - 2.14' s ec / 9378 �p�G 59 t 1 6 / ,�O k3 �. 9 0 ® A ?? 15 "33" R °175.00' Tr ?4.78' L =48.93' T a /, ,� �� / +2o s 4 ti = 1 90.00' ?4" "ern . N o , �� e �� 1 �4 2 O9 O =d9 21 23" R= /0.00 9.09' L: 14.74' ��� �µ V � � 5 DUE NORTH % i � V� Z � T= T 3 I \f2 4 _� s S451G ���� 79 q4 ° ��� a =__� _ � t� ° 0000 (7 h 9 L q. _ p l0 Q = 90 " R =10.00 L- /s � 6� .7/` 05 'o 'SS. IV R.CP 47'51" 9 °� �II74 01END9 fdNl'fNfASf \ ` �s 74 4 23 \ 21 CONN. NEW 5'A.0 P. TO E fxlsr.lo °A.c.P BYREMO • °_ a 25 \ \ VING EXIST CAP ASSEM w v Z° c• .I.o , `�^ 2 a o NO 22 l3LY /y�fALL / //- T tih d s 40` w / / 1 s s c 8� 26 LIAULER /� IZ S gN 3 44 2? � A )V705" 41 43 0 20 �' o��, �; s w 3 y �`� ti 1 38 N, F P PRIVATE CONTRACT ` 3 SHEET COUNTY F d/ 96 Qom y �� DEPARTMENT O C WORKS SHEErS SCALE f = 40 PLANS FOR THE IMPROVEMENT OF 37 h, 9 �F m _ PRIVATE 5 WINSOME PLACE WA O �` ho uric" Osmy- W -- Q COUNTY APPROVED CHANGES C NTY OF SA I TRACT N0. 4232 I +� T PLANS PREPARED BY No. Description A r ed B CR AI G, BENCH MARK Z N `' „ ' � �� /vF �F� p �'�F• �I RA /G BUL THU /S �OT HO�p _ p p y ate C 1 Reco a ed Ap val Approved h NR.r SiC)Cd C ,� i i vs Ou /LT" Description: ? 'IRON P/N /N CONCRf TE STEEL POST i / FO R. J. MAdfMAN ` _ Location: -(f3 % 1 r NC Subdivisi Engineer DI OF � yy, 2 bh wo Na. /72S -- COUNTY E CH L M Ps /l1 W • 26// Adams Ave. San D /ego, CA 92116 g e k 1 �`�, Record From: En ine rofwo Checked 142 �W JA C• 9.773 USG. G.S. A Elev: Datum: PProval date R .C. E.9 /3G _ 32 -1 Z = W a FILE NO. 'PERFEcrPROFILI PLATE A RODNEY STOKES CO. I i I W 100' VERTICAL CURVE o C Moe v,c, 'Z CZ4 h A.= 47, li h m L = 7°1,27' 4 X17$' o N °� N q m WESTERLY FL ON L /NE z �. v o h ° b I l k 14- y o o N ° w N o'er m� ti o m m EXISTING GROUND LINE 1 90 `V i!- q o ?.91 °/,� ry 00 r O p b �L ° �' N y Y. 9 %• M $ o ti N X04 �(�{ \ N 19� - ° `, - 1.00 b m m ti 1� rJ �I t /n� F P Z2PS. . 4? � N °' 0 /.0 % INSTALL W9 AND CAP/1SSX ° ^ ,�' s z C4 - �b N 0D Q) "+ RZZ V.C. o \� 0 `? W C' ti ' EXIST /NG GROUND LINE Z c z N a ry � � � � Q c OF PRIVATE DRIVE 40' VERT. l 8 b j 10 8 °REDUCE. z 9z r ti ^ ` ¢ FlN /Sll G/IADE p EXIST ID"A.0 4 _� SE£ CROSS GU \ ' h - - - - -- - _ 185' £�' o£raI/ pis si /£Er - - - - -- - -- h N EMT IL "A C, ti � 14? % �_� � � N JB "a. c P C W CONN. NEW 8 "A C. TO EXIST a a ��? m 163% B x `' v O 10 "A.0 W//p'X 8 " !�L- "DUGE2 p ..� h G X6 /l % CL ('1350 -0� h 0 Z v a ° CENO ti \i 9, /3 - Of d 6 ti p B "KC ca 1¢% i �& == -- ZBti yti 6 "MIN. Q v° e £ M ry 2 iG.38 B ° V. C. @0.99 � CONN. 18 T.C.F TO?4V.CP its h b m ry ti o ;,rZ N JIN CONC/IETE LUG ^ . ?78.00 Z S N ti p kJ 190 E 'L Y_ o EASTERLY FLONLINE • x �+ Ln 7a a W �ti� O�`o pQ 0O * `t V v 0 t h N x N N L =41,12 m L Of a 1 N o NWW cv v O , C4 LICK /.4? a N 60 N 5 m b°N oro 2 l I0 N N I.5% 1 �7s 3� 14 18.6t. 5 Via. PROFI L E OF COUNT17YNOOD L A NE RLCVAT /ON SHOW IN PM,V tCALES NORM. l "-40' VERT. I " °B' 0 2 4 5 ` CROSS GUTTER (6.111 i m „ o_ 4s• o 0 CURVE DATA TABLE d :90 °00'00" 12: 10.00' T -3000' L =47.2' o ? d : R- 70.00' T =f0.00' L -4z2' °./1e' S I °ys ,,,� Or99 y49�} �i 69 a O S � ` 6` 66 90 1 , Z BQ 'l0 0 ? 3 x 3 d :lO ° 00'00" R- 197.00 T= /7.24 L. 34. 8 m r SU �ri fi b i r' X 1 9 9� 4 ry � S lit ° �x1IG .i�...� \ p C��692 3 �' o,�l W 5 S W 4t W �` \ �S� OQ 4780000 ° "" R= /03.00 T- 25,68' L.SO :34' R� P�•��' L ° 29 ' 10 z o* o (p) cv ' AS k�� S '� S O 4 '102 P4000' T =1753 L -17. 4' �. S 1 I 1 '10-09 ,. 4 66 ` I �� _ 1��1I 9� 9 6 d •71 11'45 R= /000 T =1.98 L :13. 7' •..� / 1 s e N "`� It ? 14.1 S �' k r F 7 447"044" R =90.00' T <99.7/ 1.90. 9 98 6 i p s 0 qo \; 2 v o \a • io �► y 13a /+� >9, i k � S \°� af1 B d G? 10'55" R :37.00' T =11.5/ ' L :40.6 m I r9 a 4442'10'55' R °3d.00 '.. 0'/ J C Ls•i L d x .38.62 A /�ti w \9 \' `' `9 9 i45•B/ 83sp" ,.�• , \ 7 .,. ' � N \ \ � i� >e �•qo. W S ?gyp\ 1 CONK. NEW B A. C. NATER L lN£ \ C s f . \• M ^ p II • TO EXIST. /o"A.0 BY REMOVING °••'o C P ASSEMB EXIS oq s ��,- # T. L Y -'► �: - INSTALL ffi 8"RFDUCF_ R z5,9 N \�� i R ; / 9 /I %4 8fN0 \ \ 3S 0° E aZ _ 5 to S� o / \ - y ��.P�� \�•\ SCALE f " =40' � L�p�}VE ,N �` \ \ � � 1� ? p0 r, ° � 0 53 0 o w w s s � �`+-z h y y `qT< r 1 A , z o gl + 52 0 ,9 �� � 4 y`�'s,�i � U COO A } NV ►S m /�` \ '7D �� I o 0 0 c N �• Q 01 00 0 pU v N •- * ° a ? z W 1. ,� A� �6' s9 4s" ,� - - -_ `\ \ � �'\ • . 1 °o � /� SHEET I PRIVATE CONTRACT _ ? p c w r O 18 RCP DATA GG � O{ COUNTY OF SAN DIEGO [L •rw1{ 413 3/ 12 R: 90.00 J �!D �] 8 W G m \ ` = 2l -24' LOT Z C DEPARTMENT OF PUBLIC WORKS SHEETS c �� }0 ' \ \\ \ g G V PLANS FOR THE IMPROVEMENT OF rn TRANTITION FROM Rot I r-B. yV PRIVATF- STREET COUN RYWOOD LANE W TOTYP£'G' C UN Y OF SA D#0- TRACT N0. 4232 - I N COUNTY APPROVED CHANGES Q PLANS 10REOAfRED BY BENCH MARK Z N VJI r No. Description Ap ed By Dat �p " IRON P/N /N CONCRETE ITEEL POST Re a ded rA oval Approved r REMOVE EXI.fT. 1"4.4' BUM ANDCONS7/IUCT Z ". D escr i ption: TYPE "&"CURB & INTERJECTION AS SNONN CRAIG, BUL.THU /S NOTHOMB �' B�'�T D i - I T Subdiviv n Engine o� lO✓FM�SWMdN Z Ct Loci 26// Adams Ave. San Diego, CA 92//6 W 14 - - -- - -- a N Engineer of wok Checked by Ll.l lyl WO N0. /725 Record From: COUNT V BENC 9 L V S S T.M. Z 2 J AS 19,9t Elev: 1?9. 77.3 Dotum: U S G. G 6 S. C' �� Approval date 4 Z 3Z - I b FILE NO. 'PEHFECT'oaoras PLATE A RODNEY STOKES CO. PROFILE: STORM DRAIN SCALE: 110R /Z. / "= 40 e W / II 4 vE , � 9 4 4 10 STORM DRAIN STATIONS �y 0 = Q k e S!/BD/V/S/oN 270 Q �' 0 �� Qko o\ 270 � Q � D Z o N 0 EX /ST. GROUND LINE O .Q nl ti 115O c h N K �o I Q FIN /SHED GRADE PER COUNTY % �. N N k /✓ OF SAND /EGO DWG. N0. 8039 -/ �, Q rw Kj 260 �V Kj 1,1J �l Q lU '7r'/ f,G _J a c �� Cb @ 2 a % � 260 / W a 24 8�/3 -SO -D� II I I 79. -1 3S o D,) I 5 P h 0 CC. 1350 -D� n ro 8' V C. ' p to • 69,8,,8yc., 9� 3 @30 /, ^ ^ ^ I I 254.42' C. II % 93 h 2. � N N N 250 « — Is. 00' - �c.P 0 0.40 % P ^� 4� 24 °R.Co p v 11 B Q0 , 2. c r o °? h l oy ti 250 I I �R P 0 PROFIL E: SEWER N �' 2 0% al SCALE: HORIZ. 11' vale �F N v V I SE WER I STAT /0N,S 240 N 12 0 `k: N II IO I I I 9 8 7 I 240 o V) /9 "1 V) 0 _ ___ �o [/ V e� NOTE E. CONTRACTOR TO IVER /FY L OCAT /ON aV OF ANY E ALL EX/STjNG UT /L /T /ES TO - XCA VA T /ON ADO NOT D /SrUIfB „b ,00 W /o "sEwER EASEMENT v,/91 610- 6 o a 111 PER Doc. , t, /0 k5 I 5 G SrA 7rt7rt9/%S eII D /O' SEWER E SEWER) � I Q W I EX /ST. TYPE F" PER DOC. ASSM 4'NT �CATCH D BAS /N 2956/0 07 ,0 //3 -72 STORM DRA /N EASEMENT PER DOC. '� S9/ � 0 ADO G I 92 EY /ST. C.P. _ — _ _ 8 b �9'�1 ��9�k 07 O. //--9-7Z 36'A — 254.42' � C.P. � ` p I �,� \ � _ I + GQ // I \ \\ S59 �Z' \\ EASE /O STOF+"y/ DRA /N f il l ��� MENT PER 00C.'t'9 h h DTD 1 41 Ci ry Q j ail I F Q Q W VIII J EX /ST ENER49,y I W I n tl v I I aj / \ V I D /SS /PATOR 37. 5/.48_ CO I PRIVATE CONTRACT LQ v �:��, � SHEET v 4rtMt�14iu/if,lhd'" � COUNTY OF SAN DIEGO EPARTMENT OF PUBLIC WORK SHEETS Ql PLA 6 PREPARED BY PLANS FOR THE IMPROVEMENT OF C$AIGF. BULTBZJIS & NOTSOaiiB Civil Engineering Land Surveying 297.397,11 OFFSI TE SEWER e STORM DRAIN Q N PRECISION 4811 Adams Ave. San Di ego. California 92118 /725 COUNTY OF AN IEGO - TRACT NO. 4232 -1 �+ COUNTY A/PROVED CHANGES N FR_CISlGr Ne. Description A w Do BE NCH MARK F�L1 1; 201983 "as BU /L T" Description: Z /R0/V P/N IN CONCRETE STEEL a men df pp al n 0,- ST OC 00 G 4ANCf u division Engin er O R /?-,A MASSMAN W FROM PP Preuc woe /�g 1„ Record Freer. CO!//VTy BENCH LEI�EGS Engineer of work Checked by Elev: /29.773 ,Q, T.M. Datum - el Er G.S. (,/ ,/ ���'y! - E p��.� Approval date `rj 232 FILE NO. w I I