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7692 GENERAL NOTES WORK TO BE DONE 1 IMPROVEMENT P FOR : THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE . THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. BY THE CITY ENGINEER. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE 1 . CARLSBAD MUNICIPAL CODE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY 2. CITY OF CARLSBAD STANDARDS STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY 3. THIS SET OF PLANS PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. RANCHO VERDE UNIT NOm 4. RESOLUTIONS NO. 90-274 DATED AUG. 7, 1990• P/C 3023 DATED JUNE 20, 1990, AND 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- RESOLUTIONS NO. 93-258 DATED SEP. 14, 1993. OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND CT 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL 89 - 18 BOOK) . BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON AND ASSOCIATES DATED AUGUST 4. ARIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY 18, 1995, TITLED "PRELIMINARY GEOTECHNICALINVESTIGATION, RANCHO VERDE, WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CARLSBAD TRACT N0. 89- 18, CARLSBAD, CALIFORNIA", PROJECT NO. 940567-001 CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS VICINITY MAP UPDATED WITH UPDATE GEOTECHNI CAL LETTERS DATED DEC. 30, 1997 AND UPDATES AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT CITY OF OCEANSIDE JANUARY 12, 1998, JANUARY 27, 1998, AND FEBRUARY 5, 1998. OF $1 ,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE HIGHWAY 78 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE BY THE CITY OF CARLSBAD STANDARDS. i CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 2 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT: NOT APPLICABLE: 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM 96 THE CITY AND OTHER APPROPRIATE AGENCIES. - 9. THE OL I VENHA I N MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS �� '� ;� 95 94 93 92 FOR WATER AND RECLA 1 MED WATER. NOT TO € 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSEQ SCALE EL 91 10. THE LEUCADIA COUTY WATER DISTRICT'S STANDARDS AND SPECIFICATIONS s ! ' IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE , Cwti I FOR SEWER CONSTRUCTION. IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL ,�- PF OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE CITY OF VISTA 90 LEGEND APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. R '( Oq OR 83 °-�� DESCRIPTION DWG.NO. SYMBOL QUANTITY 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING pAl-OMAR P��P O J 89 S/GNED BY THE CITY ENG 1 NEER. �0P �`"= �� `:' 4" AC A.C. PA VING. . . . . . . . . . GS_17** 60,915 SF 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS 9� J Po CITY OF UNIT ./ 84 -r`rtf, 85 f ' @` 6" CLASS /1 AGG. BASE. BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE <� �o n SAN MARCOS i\ GS-17** 65,765 SF CITY. m L' R 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MA/NTA 1 NED TO `V p CURB & GUTTER (TYPE G-2) G-2 2,425 LF THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. f/ �` l J 1 . WHERE TRENCHES ARE WITHIN C 1 TY EASEMENTS, A SOILS REPORT COMPRISED OF: �2 88 4" P.C.C. SIDEWALK G-7, G-9, G-10 20,225 SF (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION PACIFIC sT SITE STREET CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF m "�✓ �, CONCRETE DRI VEWA Y G-14A*, G-15, G-16 ��_ 2520 SF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS OCEAN r� U ?0 G6 MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENG I NEER I NG STREET MONUMENT M-10 & M-11 0 7 EA INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE 0 tVFNHAIN WRITTEN FIELD COMPACTION REPORT(S) SHALL BE l MMED I ATEL Y SUBMITTED TO ROAD ILE, STREET LIGHTS - 9500 LUMENS E-1*, E-2 3 10 £A THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF TIDE FIELD TESTS. CITY OF ENCINITAS ALLE ACERVO 12. A PRECONSTRUCT I DN MEETING SHALL BE HELD AT THE SITE PRIOR TO THE 64 8" SEWER MAIN (PER LCWD SPECS.) 1,240 LF BEGINNING OF WORK AND SHALL BE: ATTENDED BY ALL REPRESENTATIVES �� RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LO LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR 63 SEWER MANHOLE. S-4 5 EA OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEET 1 NG �`� '�,4 THROUGH THE PERMIT CLERK ((760)438-3634} AT LEAST FIVE(5) WORKING DAYS FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. k PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE SEWER LATERAL 5-13, S-15 . S 18 EA PRIOR TO SCHEDULING. UNDERGROUND SERVICE ALERT 1 -800-422-4133 I 62 PARCEL 19 ~ ! PACIFIC BELL 1 -800-750-2355 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT 1 ON MEETING WILL BE SDGBE (760)438-6200 t, \\ 307.5 3" P. V.C. FORCE MAIN SCHEDULE 80. 2,008 LF MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT DANIELS CABLEVISION (760)436-5241 k \� 1 (760) 438-3891 . I NSPECT I ON REQUESTS MUST BE RECEIVED VED PRIOR TO 2:00 P.M. C 1 TY OF CARLSBAD(STREETS AND STORM DRA 1 N) (760)434-2980 I \ J\� J /-e 18 AIR RELEASE VAL YE . �,E,� ,D�T,I�I L, $HEFT Z 1 EA ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE *CITY OF CARLSBAD(SEWER WATER a RECLAIMED WATER) (760)438-3367 \ THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER *SAN DIEGUITO WATER DISTRICT (760)753- 1145 \\�\ 309.5 309.5 BLOW OFF. EA 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. *LEUCADIA COUNTY WATER DISTRICT (760)753-0155 \\ 305.0 *VALLECITOS WATER DISTRICT (760)744-0460 \\ _ 1fi 2 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR *OL 1 VENHA I N WATER DISTRICT (760)753-6466 \\ SCALE 1"=200' 15 297 8 8" WATER MAIN (C L A 5 S°A ±�)OTE D) 1,541 LF SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING *BUENA SANITATION DISTRICT (619)694-2109 "% = ^~ 14 289.2 SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO AL LOCAL, 309. * AS APPROPRIATE - ) 261.6 277.2 8" GATE VAL VE. (PER OMWD SPECS). 3 EA STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. r- r` 1 3 1& s 1.6 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING RECLAIMED WATER NOTES: J` ' 0 1" COMBO AIR VA VE ASSEMBL Y .(PER CM AD SPEC'S). . 1 EA A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING 11 THE DES 1 GN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE APPROVAL OF THESE PLANS FOR CONSTRUCTION OF A RECLAIMED WATER SYSTEM, AS EVIDENCED LEGEND 248.3 _ 5 0 WATER SAMPLE POINT PER OM WD SPEC'S S.P. 1 EA OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE BY THE SIGNATURES OF THE AUTHORIZED REPRESENTATIVES OF THE CITY OF CARL SDAD (CITY) THE { fi EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION CARLSBAD MUN!C!PAL WATER DISTRICT, (CMWD) AND THE OL I VENHA 1 N MUNICIPAL WATER DISTRICT, STREET LIGHT - 4 THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET 15'1 OR ii 7 3 WA TER SERVICE 1". (PER OM WD SPEC'S� . W 18 EA (OMWD I . WITHIN TH!N THE BOUNDARIES ES OF THE RANCHO VERDE UN 1 T N0.4 SUBDIVISION. (CT 89- 18) , AND THE --� FIRE HYDRANT ��� 262• 272.5 MORE IN DEPTH AND APPROVED BY THE CITY ENG I NEER AND/OR CONCERNED ADJACENT PUBLIC ROAD RIGHT OF WAYS NECESSARY FOR THE CONSTRUCTION OF THE RECLAIMED WATER 249.5 2 AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM i�i STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 SYSTEM, SHALL NOT BE DEEMED TO BE A WA I VER, ACQU!SCENCE, CONSENT ACCEPTANCE OR DEC J S J ON — — POTABLE WATER i 9 FIRE HYDRANT. . (PER OMWD SPECS 4 EA CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A CONCERNING DA THE AUTHORITY OR RIGHT VERDE OF THE CITY,. 4 UBD I OR CMWD TO SERVE RECLAIMED WATER WITHIN N SEWER 10 18" RCP STORM DRAIN PIPE. D-60 =_____= 603 LF THE BOUNDARIES OF THE RANCHO VERDE UNIT NO. 4 SUBDIVISION, (CT 89- 18) . THE CITY, OMWD AND CMWD .�f� REG 1 STEREO ENG 1 NEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA o SEWER MAN H OL ;_- EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO HAVE APPROVED THESE PLANS SOLELY FOR THE PURPOSE OF ALLOWING CENTEX INTERNATIONAL TO PROCEED EXCAVATION. W J TH THE RECORDATION OF THE FINAL MAPS FOR THE RANCHO VERDE UN 1 T NO. 4 SUBDIVISION, (CT 89- 18) , ==== STORM DRAIN CURB INLET (TYPE `B). D-2*, D-12, DS-1 3 EA AND CONSEQUENTLY THE CONSTRUCTION OF THE RECLAIMED WATER SYSTEM. El CLEAN OUT 16. 1 F ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITH 1 N ANY WORK ZONE ( J' D-9, D-11, D-6/ _ 2 EA 1 El CURB INLET 5 PARCEL 19 STORM DRAIN CLEANOUT TYPE 'A' __ __- DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE CITY_ OF SBAD - ,� �/ L -9� � HEADWALL _ _ _ 7 PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART BY: {` UNTIL THE PERMITTEE HAS RECE i VED WRITTEN AUTHORITY FROM THE CITY LLOY B. HU BS, CITY-ENGINEER DATE ?' ': CI TY OF CAfZ 5&4,0 HEADWALL, TYPE U. D-34 - _ _ 1 EA ENGINEER TO DO SO, SEE SHEET NO, 2 FOR: ' ' � SHEET NUMBER ._ —__ J" I CI TY OF ENCINI TAS _ RIP RAP ENERGY DISSIPA TOR. . . . . . D-40* . . . . . . 80 CY 17. ALL OPERATIONS CONDUCTED ON THE S 1 TE OR ADJACENT THERETO, INCLUDING STREET NOTES KEY MAP WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, CARL D MUNIC! L W ER DISTRICT to EARTHMOV I NG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED BY: `3 ` 0 8 SEWER NOTES CONCRETE ANCHOR. . . . . . . . . . . . S-9. . . . . . . . ___$_= 15 EA GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND ATE SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOV 1 NG OR GRADING L.C kf1,0. A1OT�5: CONCRETE LUG . DS-7�•*. OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY WATER NOTES 1 EA HOLIDAYS IS AVAILABLE AT THE ENG I NEER I NG DEPARTMENT COUNTER. ] OLIVE M N J T S C G� •gPi°A'0//gL OF Ty/S 2Z Al BY 711f LEL/C%A91,4 BY:� /� SPECIAL NOTES COUN7YGtomwa/STIm/CT DOES/!/OT CO/t/ST/TUTE DOUBLE SWING GA.EE. . . . . . . . M=5,M-6,M-20 . . . . �_♦__._� 2 EA 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE DAT ,QiEPK? 5,,5V 71'ONA.STO r11e 4CCC/�P.&rOcT/1E CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF TYPICAL SECTIONS LET/OrV O,f O� T.�1 �,XfST.4/VCE Of A/Vy IMPORTANT NOTICE RED REFLECTOR. . . . . . . . . . . . M-9. ,� 2 EA WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE BENCH MARK 1,440, R6R0(1/Y.O UT/L/TY P/F',�ORSTROCTf/RE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE SEWER LATERAL TABLE W/Tf1/N Ty,EZhWITS OA TH15 P1if 0JeC SECTION 421614217 OF THE GOVERNMENT CODE REQUIRES " GRADING OPERATION. DESCR 1 PT 1 ON: f/2" STEEL PIN SET IN CONC. 8 STEEL FENCE POST •.y1/,9STEl�I/�/7,F�QG,EIUE�P�IiED,4Td'h�/SS/T,EGU/Ll B.E A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE 3 SIDEWALK UNDERDRAIN PIPE . D-27* . I - _= 2 £A LOCATION: TRAFFIC ISLAND AT THE VINTERSECTION OF RANCHO Q/SC11X?6eO TO,•/T/-1,5RANON S/T,tPUN/P ST,4T/Oil/ PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIG ALER !9. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENG 1 NEER APPROVED � F0_,? U11/C#fVZ,4 ,5 I.D. NUMBER CALL UNDERGROUND SERVICE ALERT AT. 2" BL0WOFF ASSEMBL Y . . . . . . . . . . . . . . BLASTING PROGRAM. COUNTY OF SAN DIEGO EGO £OC 0076. CJf�Q/!/OFF-S/T,FG�l7/Tj�SELi/�.,�j, RECORDED: ,L//IIJE,BEENPr �EP,1,C50 5eR4,PATFLY L.C./?110 GU/L L TOLL FREE 1-800-422-4133 EXISTING R.C.P. STORM DRAIN. - ELEVATION: 122.612 DATUM: M.S.L. LEGAL DESCRIPTION 7' 711,67 -- 20. THE LOCATION OF EXISTENCE OF UTILITY STRUCTURES AND FACILITIES SHOWN ISSUE C��QT/F/GATES oFOCCUP,gNCYfORTU/S/��QoJ/=CT TWO WORKING DAYS BEFORE YOU DIG ON THE CONSTRUCTION PLANS WERE OBTA I NED BY A SEARCH OF THE AVAILABLE THAT CERTAIN PARCEL OF LAND DESIGNATED AS "REMAINDER PARCEL" RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER lri//TROUT THEF/N,4L CONS'TRIICT/ON,.d/�P/�01/�O BY EX/STING HEADWALL . UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR I N A LOCAT ION DIFFERENT DECLARATION OF RESPONSIBLE CHARGE ON CARLSBAD TRACT NO. 89- 18, RANCHO VERDE UN 1 T N0. 2, 1 N THE L.CI�I/!J O�'ONfO<"T//ESEGf/�STGt/,!/TEPIJ/3'i�OS•�/L.�/1TEiPrV.gTIUES. : CITY CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA . . . . . . . . . . . . . . . . 808°8 FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR 1S REQUIRED TO TAKE DUE 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR ACCORDING CITY OF CARLSBAD FIRE DEPARTMENT EXISTING RIP RAP.TO MAP THEREOF N0. 13400, FILED IN THE OFFICE OF LEUCADIA COUNTY WATER DISTRICT oho PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 5, 1997 REQUIREMENTS ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE LYING SOUTHERLY OF THE SOUTHERLY BOUNDARY OF SAID MAP. SEWER SYSTEM APPROVAL EX/STING DITCH. . CHARGE OVER -THE DESIGN OF THE PROJECT AS DEFINED 1 N N0. OF F.H. S 3 F.FLOW 15�� G.P.M. OUT OF I F.H. S . . . . . . . . "'- APPROVED BY DUDEK & ASSOCIATES INC. { ) ( ) 21 . THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND BLDG. SPRINKLED YES/NO. . . F.FLOW G.P.M. (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. PROJECT LOCATION ` z *AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS. ALL CONCRETE IN AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND STF EN L. iG /4� 1228-94 6 ; SY R SHALL BE 560-C-3250. PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) y ! " SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT 264-010-21, FIRE MARSHAL THE PROPOSED WORK. RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES 22 23 AND 36. R. 26514 DATE JOB NUMBER DATE FOR PROJECT DESIGN. THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS OLIVENHAIN MUNICIPAL WATER DISTRICT CARLSBAD MUNICIPAL WATER DISTRICT **CITY OF CARLSBAD SUPPLEMENTAL ORAW/NGS. N: 326,000 E: 1 , 695,000. POTABLE WATER SYSTEM APPROVAL APPROVED BY: BOYLE ENGINEERING CORPORATION OWNER - BUILDER: SOURCE OF TOPOGRAPHY (DI TS CONS L ENGINEER) WILLIAM E. PL MER: biSTRICT ENGINEER RCE 28176 EXP.3.3/-ODATE m CENTEX INTERNATIONAL INC., �. TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL CITY OF CARLSBAD A NEVADA CORPORATION SHEET SHEETS � 5962 LA PLACE CT., STE. 250 PHOTOGRAMMETRY METHODS FROM INFORMATION GATHERED ON SD-001-447-05 MAY 8, 1996 BY ZENITH AERIAL INC. , AND BY FIELD SURVEY q ENGINEERING DEPARTMENT Jr CARLSBAD, CA 92008 ON DECMBER 17, 1996. RG� 153 DATE 'j. . 1$JOB NO. (760) 431 -1211 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL ONAL MAP Sl A7URE EXPIRES TKV YEARS AFTER DATE IMPROVEMENT PLANS FOR QROFESSl ACCURACY STANDARDS. "AS BUILT" ENGINEER OF WORK NCHO VERDE UNIT 4 ANZ... K. � N Y � ��k.��P A. OG2 �� C.T. 89-18 ° N m DATE: Z-Za-9 8 w m , GROUP M0 WA A. YOUNIS a N0. 43217 �, RCE EXP. DATE LLOYD B APPROVED HUBS. y z9�ya PLANNING • ENGINEERING • SURVEYING R.CE. NO.: 43217 EXP. 3/31 00 FOR CITY ENGINEER PE 89 EXPIRES 12/31/01 DATE � � REVIEWED BY: 6540 Lusk Boulevard• Suite C-225 • San Diego, CA 92121 REGISTRATION EXPIRATION DATE. 3-31-2000 S'� C �- �� DWN BY: PROJECT N0. DRAWING NO. > (619) 550-9901 1 l V DATE I INITIAL DATE INITIAL DATE INITIAL CHKD BY: a F OF FO ENGINEER OF WORK REVISION DESCRIPTION CT 89- 18 361-7 Q INSPECTOR DATE OTHER APPROVAL CITY APPROVAL RVWD BY: U Q k cs _Z99 CM WD 93-308 STREET NOTES OL I VENHA IN MUN I C I PAL WATER DISTRICT $EWER LATERAL TABLE I . ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE POTAME 1FA7ER DROP DEPTH 60' TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENG I NEER OF THE STATE 1. WATER WORKS SHALL BE CONSTRUCTED 1 N ACCORDANCE W 1 TH THE LOT NO STATION ® R/W ® R/W I E ® MAIN ® MAIN LENGTH SLOPE ® R/W REMARKS OF. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED q SOIL MECHANICS,ON THE PREPARED BASEMENT SOIL. THE -R" VALUE TESTS DETA 1 LS AND MATER 1 ALS AS SPEC I F I ED I N THE OL I VENHA I N 3 0' 30' MUNICIPAL C I PAL WATER DISTRICT STR I CT STANDARD SPECIFICATIONS F I CATIONS FOR THE 1 34+61 305.2 299. 7 294.67 1.2 30 12.8% 5.5' S-13 AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE 2 35+10 306.8 301.3 293.69 1.2 30 21.4% 5.5' S-13 7' 7' ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINI MUM OF TWO (2) CONSTRUCTION OF WATER MAINS AND FACILITIES, DATED MARCH 3 36+25 306.2 300. 7 291.37 1.2 30 21. 1% 5.5' S-13 20' 20' CITY WORKING DAYS BEFORE THE WORK BEGINS. 1997 WITH REVISIONS. CONTRACTOR SHALL HAVE A CURRNET COPY 4 37+40 301.2 295. 7 288.83 1.2 30 18.9% 5.5' S-13 L 4.5 5.5 5.5 14,5' OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND TIMES. 5 38+75 294. 7 289.2 285. 73 1.2 30 7.6% 5.5' S-13 4 Q} CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE 6 40+20 285. 7 280.2 276.98 1.2 30 6. 7% 5.5' S-13 IFS 4"PCC JQ "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP 7 40+70 281.8 276.3 273.58 1.2 30 5. 1% 5.5' S-13 SIDEWALK "G-7" ALLOWED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE. ) 8 42+70 266.2 260. 7 258. 13 1.2 30 4.6% 5.5' S-13 �Ip " BOTH SIDES DRAWINGS,NGS, S 1 X SETS AS REQUIRED RED BY THE STANDARD i� SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE- 9 44+10 255.2 249. 7 246.50 1.2 30 6. 7% 5.5' S-13 2 2q o 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCT ION MEET 1 NG W 1 TH THE DISTRICT'S 1 NSPECTOR. 10 1+75 (SWR) 245.9 240.4 236.53 1.2 45 5.9% 5.5' S-13 \�'i\0 2% CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 11 1+39 (SWR) 246.3 240.8 238.09 1.2 47 3.2% 5.5' S-13 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF 12 45+65 246.9 241.4 239.39 1.2 38 2. 1% 5.5' S-13 6" (TYP.) TI- 5 * 6" CURB & GUTTER 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM DISTRICT'S INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24-48 13 44+40 253. 1 247.6 244.92 1.2 30 4.9% 5.5 S-13 PER CITY STDS. d _ (TYPE G-2) D-LOAD OF 1 ,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE 14 42+50 267. 7 262.2 259. 79 1.2 30 4. 0% 5.5' S-13 R- 20 U UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH HOURS IN ADVANCE OF WORK. 15 40+70 281.8 276.3 273.58 1.2 30 5. 1% 5.5' S-13 4" AC OVER a 314" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 6" CL II AGG BASE A Q FOR SDR 35 SOLID WALL PIPE. 4. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER 16 39+20 292.3 286.8 283. 78 1.2 30 6. 1% 5.5 S-13 MAIN PROFILE, TOP OF PIPE PROFILE IS 48-INCHES BELOW 17 37+75 299.3 293.8 288.02 1.2 30 15.3% 5.5' S-13 (MINIMUM) 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED CENTERLINE OF FINISH GRADE OF STREET. 18 35+30 307. 1 301.6 293.28 1.2 30 23. 7% 5.5' S-13 WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH WATER LATERAL a PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED 5. INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT. METER WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. TO BE LOCATED 5-FEET FROM A S 1 DE LOT LINE. A 314-INCH H 1 GH 12" MIN.- v Z � LU *PER OMWD STANDARDS LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR Q QE 6. WHEELCHA 1 R RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, q I MPR 1 NTED I N NEW CURB AT ALL WATER SERV 1 CE CROSS 1 NGS. CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY 6. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS 7.5'-10' 13' OF CARL SBAD LANDSCAPE MANUAL. AND BLOW-OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. VARIES FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS BLOW-OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS OF WORK OF THIS PLAN PER SDRS DWG M19. APPROVED BY THE DISTRICT'S REPRESENTATIVE. TYPICAL SECTION 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK 7. UNLESS OTHERWISE NOTED, CONNECTIONS TO .EXISTING MAINS N.T.S. SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE SHALL BE MADE DRY. THE T 1 ME AND DURATION OF ANY SHUTDOWNS OF PROFESSIONAL LAND SURVEYORS ACT. EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. P A S E O E S M E R A D O t0. TWO l21 SETS OF SURVEY (CUTJ SHEETS SHALL BE PROVIDED TO THE CITY DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF 1,2" 48" CLEAR OPENING ENGINEERING INSPECTOR. ANY SHUTDOWN. 8. CONTRACTOR SHALL_COORD 1 NATE WITH DISTRICT ALL 1 9 SEWER NOTES (LEUCADIA COUNTY WATER DISTRICTS ARRANGEMENTS FOR HIGH-LINING TEMPORARY SERVICES, ETC. , PRIOR 10" MIN. TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A FRIDAY. a ALL SIDES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LEUCADIA COUNTY 9• L 1 NE VALVES, WHERE REQU I RED AT STREET I NTERSECT t ONS SHALL WATER DISTRICT (LCWD) STANDARD SPECIFICATION. BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT-OF-WAY WHENEVER POSSIBLE. 2. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR 1° Z I TO ANY CONSTRUCTION. 10. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, I 8 9 J. LCWD STANDARD SPECIFICATIONS ARE AVAILABLE AT THE DISTRICT ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE 7 ' OFFICE. D I STR 1 CT. O 5 6" 4 7 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF 11. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH v A a THE SPECIFICATIONS. CAL/OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF 2 3 cam•- REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE CONSTRUCTION. ih 8 18" APPROVAL OF THE LEUCADIA COUNTY WATER DISTRICT. 3 a+1 (TYP) 8 12. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, 6. APPROVAL OF THIS PLAN BY THE LCWD DOES NOT CONSTITUTE A I .E. , LINE CROSS I NGS, LINE PARALLELING, OR PROPOSED REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE CONNECTIONS SHALL BE FIELD VERIFIED. ALL EXISTING OR EXISTENCE OR NON-EXISTENCE OF , ANY UNDERGROUND UTILITY, PIPE PROPOSED UTILITY CROSS I NGS, OR UTILITIES WITHIN 10-FEET OF OR STRUCTURE WI THIN LIMITS OF THE PROJECT. PROPOSED WATER MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS. axxaoo°00«x° 7. CONTRACTOR SHALL NOTIFY LCWD FORTY-EIGHT (48) HOURS IN 13. ALL WATER SERVICES FOR IRRIGATION MULTIPLE RES I DENT I AL ° a ADVANCE OF BEGINNING WORK SO THAT INSPECTION CAN BE PROVIDED. COMPLEXES AND COMMERC t AL OR INDUSTRIAL DEVELOPMENTS SHALL °° no 1 HAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S �°° o o 5 ,=X=> Oo°° o 8. THE LCWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SIDE OF WATER METER. ° o00 l SHEETS. °°` ' 4 5 6 ° Oo0000 <,> 1 QO o0 00° O 14. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE 6 ° a °o� °°c °g 9. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 BY WITH THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE g°o°°° o°°°Q o> CID SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING �}c°c BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER PRESSURE FOR TEST 1 NG ALL PIPE, VALVES (CLOSED) AND PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE APPURTENANCES. EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE . . INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL 15. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE 12" 6" ; TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING INSTALLATION OF VALVES. SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR 16. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE 3 STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. BY USE OF JOINT COUPL I NGS WITH 4* MAX 1 MUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL 10. SOIL REPORTS SHALL BE SUBMITTED TO LCWD BY A QUALIFIED SOIL BE PERMITTED. ENGINEER WHICH CERTIFIES THAT ALL TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE COMBINATION AIR & VACUUM VALVE 3" SEWER BLOW- OFF ASSEMBLY WITH ONSITE EARTHWORK SPECIFICATIONS AND LCWD SPECIFICATIONS. 11. ALL LOTS SHALL BE SERVED BY FOUR (4) INCHES VCP OR PVC SPEC I AL OMWD WATER NOTE N.T.S. N.T.S. LATERAL SET A MINIMUM GRADE OF 2.0 % WITH A MINIMUM DROP OF 0.3 FEET, AND AN INVERT DEPTH OF 5.5 FEET BELOW TOP OF CURB AT PROPERTY LINE, UNLESS OTHERWISE APPROVED BY LCWD. 1. DEVELOPER SHALL INSTALL FENCING ALONG THE EXISTING OMWD UNIT LEGEND LEGEND "K" PIPELINE AS SHOWN ON THE PRECISE GRADING PLANS FOR THIS 12. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A MINIMUM PROJECT TO THE SATISFACTION OF THE DISTRICT'S ENG I NEER PRIOR COVER OF 48 INCHES. . TO ACCEPTANCE OF WATER SYSTEM BY DISTRICT. ' 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 1D 3" X 3" X 2" D.I.P. TAPPED TEE (MJxMJxNPT) ® 8" CORE DRILL PROVIDE 1Q 3" PVC SEWER FORCEMAIN SCH 80 (2) VALVE WELL (SDRSD W-12B) Q BRONZE ISOLA11ON VALVE (2" NPT FEMALE) A MINIMUM OF 2 ANNULAR 3" D.I.P. TEE (MJ X MJ) ® METER BOX SDRSD W-15 14. ALL PIPES SHALL HAVE A MINIMUM OF FOUR (4) INCHES OF CRUSHED SPACE AROUND NEW PIPE. Q ( ) ROCK BEDDING AS SHOWN ON LCWD STANDARD DRAWING S-12. Q BRASS NIPPLE (2" NPT) ®2 PIECE CAST IRON CONCENTRIC 3" D.I.P. 45' BEND (MJ X MJ) ® 3" D.I.P. BLIND FLANGE ® SEWER COMBINATION AIR & VACUUM VALVE MANHOLE COVER WITH FRAME ® 3" D.I.P. 90' BEND (MJ X MJ) ® STAINLESS STEEL BOLTS, NUTS 15. JOB MIXING OF CONCRETE IS NOT PERMtTTED WITHOUT PERMISSION OF Q5 4' 0 RCP PIPE SEC11ON (TRAFFIC RATED) Q5 3" PVC SCH 80 PIPE AND WASHERS (TYP) 16. ALL CONCRETE TESTING REQUIRED BY THE LCWD WILL BE AT THE © CONTINUOUS CONCRETE FOOTING (3000 PSI) ® FINISH GRADE © 3" PLUG VALVE (MJ X MJ) © 3/4" CRUSHED ROCK EXPENSE OF THE CONTRACTOR. Q NON-SHRINK GROUT ® FLEXIBLE COUPLING (TYP) ® PROVIDE THRUST BLOCK OR ® ® 17. THE CONTRACTOR MUST SECURE APPROVAL FROM THE LCWD INSPECTOR Q BRONZE VALVE 3" 0 SCH 80 PVC PER PLAN (TYP) RESTRAINED JOINTS BACKFLOW HOSE ASSEMBLY ® 3" 0 D.I.P. (CL200) PRIOR TO BACKFILLING OVER ANY SEWER PIPE OR SEWER WYES. ® 3/4" CRUSHED ROCK 18. ALL LATERAL AND MAINS SHALL BE TESTED BY "AIR TEST METHOD" © SLOPE TO DRAIN ROCK AFTER CONSTRUCTION OF ALL OTHER UTILITIES AS SPECIFIED IN THE LCWD STANDARDS SPECIFICATIONS. 19. ALL ACCESS HOLES (MANHOLES) SHALL BE TESTED BY "VACUUM TEST" o AS SPECIFIED IN THE LCWD STANDARD SPECIFICATIONS. SHEET CITY OF CARLSBAD SHEETS m 2 ENGINEERING DEPARTMENT Jr IMPROVEMENT PLANS FOR: A ENGINEER OF WORK: �o Qgo> ASS/p�q� "AS B U i LT" RANCHO VERDE UNIT 4 AN/. �� p.N Yp F NOTES, TYP/CAL SEC77ON & SEINER LA TERAL TABLE � Q� G2 z C.T. 89-18 0 DATE: `�- 17-99 APPROVED e a sr NO. 43217 RICE EXP. DATE LLOYD B. HUB 9,�9G GROUP MARWAN A. YOUNIS EXP. 3/31/00 FOR CITY ENGINEER P 3889 EXPIRES 12 31 01 ATE i PLANNING • ENGINEERING • SURVEYING R.C.E. NO.: 43217 REVIEWED BY: 6540 Lusk Boulevard• Suite C-225 • San Diego, CA 92121 REGISTRATION EXPIRATION DATE: 3-31-2000 J'� C 1 V � � �Q DWN BY: PROJECT NO. DRAWING NO. � (619) 550-9901 -9�, DATE INITIAL DATE INITIAL DATE INITIAL a F OF CAL�FO� ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: CT 89- 18 J61-7 Q INSPECTOR DATE OTHER APPROVAL CITY APPROVAL RVWD BY: U Q C S -Z S 9 C M WD 93-308 Lj J I -- _ - r ----- ------ : I ---- + - --- - - }- - - + - ..,Y ---- --- -- --- - -- - - - - - 1 : � - � Qf - - +- t t j r _} - -------- ---- }- -- ------ - 3- `S It --- ---- -- -+ --- + ----- -------- - _ - ------ ----- !-------- - - z Z --. _ U 2 CENTER LINE DATA I TOP O CUR13 CIL ELEVA TION o � # p NO. BEARING DELTA RADIUS LENGTH REMARKS O --h - - - - ------- l i - - - t UNLES� 0TH WISE SHOWN # � 1 NO2°49'03»W --- 217.86, } 2 f N z 8,15» 0' 6' » 2 D=35 5 200.0 125.5 o TOP OF &" P.V. � � + N O hl > 4 M O r%j j� m �, 9 1"E --- 3' » of © o- � o �n 0o d w : o ^ AND TOP f '1 5 , o N ° 4 o c6 Q__ ,� co 0 2 LL: 4 D=20'43'59 200.00 172.37 co N ° o_ N _. AF 3'R P.V.C. SgWEE W » , o u� N 1 '� ° ° rn 5 N12 25 13 E --- 114.78 cb 2 l + - _ _� ; + �° o °o FORCE± MAIN ri = 32'14" 00' 33,j ad 1 U �o- �,� + n i o - -o N Z N o 6 D 55 250. 242. --- O cfl � � M Q NO co N , » , w � ___ ._�___-__ ... _..��_"__ .____.____. ._-_�.;..-.____w___.__________.�-..____,.__ _. _....._ .,_-.- _,_ ..________�----__.�____..__�.___-____. ----_--�_____..__. __ua _ �__.�_____ _ M. ._.__._. �_ �.. 7 N67 57 27 E 46.41 p © h O O - 0 200 V.C. + + o n Q)J N f ►� h. + � � I c,5 P.l.: 1+75.00 ; El.: 280.20 o N � °o � + � Z Qo h rn, + _ - - - r+� 0 225' V.C. ° N o �, '� ,Jcj cy . rn + N TM7 vii •y ° � ' 9`1 -- + r': - - - •� -k---- + N � � G2: 1�.170q ; G1: -0.221% P. 29+62.50 Ei.: 28q.67 .� cfl N to 00 N -0-221Z. G 1 -9-013Z > o � � c;� �. G ` + CURB DATA» o rn ; � a Q ° N NO. BEARING DELTA RADIUS LENGTH REMARKS - "40' M Tot, O 8 N a0 P. .C. WATER i a o rn ,CVER f PROOLE� OF EXI TWIG �`' 0p o + 1 NO2'49'03'W --- 14.34' TYPE "G" C & G m + N o cha o0 o N ni oo 2 D=35 58'15" 180.00' 113.01, (TYP.) _ _ - GROUND! 0 C/L » -- - o0 12» Mid I°o i © ' c6 �+ N -- '-'� 3 D=35 58'15" 220 00' 138.12' ►- 014% °° CLR �^ N o ? w --- _ ® ._2 N + ct� o rn oo N N 4 N33'09'11"E 114.53' C) U) '43'59" , It 245.as-' ------- p.V. W �}+ I, '3 12 M1 .� + `'� o p i ' _ ^� °. r. `h o, - - - EVILER + 3 a I o � + � N 5 D=20220.00 79.6? "� _ ..____ II CLR. " c4i �i °0 0c00 N o ,Lo CO c o ° `� D=20'43'59" 180.00 65.13 " ._ _ _.._. 0 .'V:£. "----�-. � �.-� - �• _ cy _ -�• __,0 ,� , � 4. _. _ _ �. _._ o o ...ca __ �- _ _+ .00 , . .._ . � � _. . ..a �.. � � 7 N 12 25 13 E --- 114.78 m 98,170 N $ � � �� � ao 01_ ` � ± k � 00 � .. °o a°0 Z r` 3 � `° � � o ^ rn � N , » , , It WER ® -2.296% - +- o °o ti + N N + N o o N + , N 8 D=55 32 14 230.00 222.94 •�•• SE N +N cn rn o ^ + N 00 + ° o N » , , TOP OF 3 P.V.C. ' 7 II 4 + N °� + rh + o �. �.� , » , „ ,> o l � "� ,� � + N c5 �� r7 � 9 D=553214 270.00 261.71 ` � XI TING " SEWER; FORCE IM II o I� ��� 1 N67°57 27 E --- 46.41 N r� COVER 41 F 8 ni ►� M II ' j T YP.) _- - "� SE ER PER 0 o NOTE: MAINTAIIIV IktIN. �o M "` ' ►. rn 0.490 SLOPE ON FM. "`�' i II _ _ 4' 17w 344-8 cv __ _ s ® °' ' t °' I II -__ +- COVE 00 k 00 Cp N o [ N �2 400' V.C. + �� EX. B 0. PRO LE OF EXISTfN co >li ON IN R. SIRE T CTR. LINE PER N G2: -4.781% GI: 11.1,'70 �. �- ; �� � SEWER DATA DRAWING N0. 344- NO. BEARING DELTA RADIUS LENGTH REMARKS P.I.: 34+75.00 ; El.: 313.71 ? I Z TOP OF 8" P.V,C. TOP �XI T. 8" PVC WATER 1 N1225'13"E --- 60.26' 8" P.V.C. 1 �i I3 WATER AND TOP o , „ X k �j w z 00 PER PR AWING NO. 344-8 2 D=43'15 22 250.00 188.74 ® M} ® � ~_' ff FORCE MAIN SEWER o !� fi0 OF PROF�OSED 3" „ RQFILE OF f�tNISH A D , , 3 D=12'16'52" 250 00 53.59' ,........... ...._,-_-_ __-_.... P... G, S ..IA/EER....F-G1R�E .MA.IhI ,. ,..._..._....... . » , „ r.... ...... .._ NO � � �' � • 2 ,. _ _ � 4 N67 57 27 E --- 46.41 f NOTE. CON ACTOR TO FIELD VERIFY LOOA ON � Z o 2 7 .21 FL 2 77 I ALL, OF EXI S NG UNDERGROUND FACILITIES RIO � Q'� � � W I� _ t ��: 18 R.C.P. TO COMMEN ENT OF CONSTRUC77ON AND c "� R j GR,4DING AC W71ES! + . � +t I o N 00 11 ,6 RCP PER -- - -- - p E S xr �: 3 - - WATER DATA FL= 59j 52 NO. BEARING DELTA RADIUS LENGTH REMARKS PRIMM ASEE SMERA - Q Q.f-�R SIN - -- A D 34'4 � 1 SAL : ORZ. i 40' ! °o 1 D=31'39'45"„ 213.00' 117.71; *8; P. V.C. CL i 0 G H + II 2 N33 09 11�"E --- 11 4.53 8 P.V.C. CL 150 _ VERT. 1 = �8 I -_--- 3 D=20 43 59 18 7.00 6 7.6 7 *8 P V.C. CL 150 - 0 » , ..... _ _, 4 N 12 25 13 E --- 114.78 8 P. V.C. CL 150 30 317 - ; _ -- - ----- - - - / 5 D=55'32'14" 263.00' 254.93' *8" P. V.C. CL 150 9 28 7 6 N67°5727"E --- 46.41' 8" P.V C, CL 150 7 N17'19'07"E 11.00' 8" P. V.C. CL 150 EX. OLIVENHAIN MUNICIPAL 26+95.00 - EXIST. M.H. 8 S68°18'58"E 11.00' 8" P. V.C. CL150 WATER DISTRICT EASEMENT PER DWG. NO. 344-8 *USE 10' PIPE LENGTHS PER DOC. NO. 97-0152163 r'' �\ REORDED 41311997 AND PER DOC. N0. 97-0297085 t L j .- - -�'-`- `" s '•tip- `� EX. 30" WATER REORDED 612511997 RESURFACE TRENCH F v LINE PER OMWD ( '�7 co m�Z� p OVER 3" FORCE MAIN f� ,�� �, STORM DRAIN DATA LINE A _�- r�• r1_� UNIT "K" PIPELINE o z Z'vl Z PER R.S.D. G-24A,`` f' _ ' NO. BEARING DELTA RADIUS LENGTH REMARKS �V PHASE 1 PLANS z = �o o 1 N87'10'S7"E --- 40.50' 18" R.C.P, 1350-D (C-001-194-50) Z o -� 0=31!35,;3;z" , » _ 1 x6h °� �`�� 00, ° c° o o & RIP RA P C.P z o'er� Z4 ,X, / ,. 1 N - 87 10'57"E 281Gb ' 78"R C P 1360 -D �h �O �, ?8 �w m W o , ►� I. P ER o v, y EXISTING 8' �t USE WATERT16H-r ✓O/NTS ' S o d 0 <r DWG. NO. 344-8 c1� , • x Q � � co � O Q, cv • ,.. • Z cfl Z �� � :� O P.V.C. SWR. .- '1 G PQ PER D WG. C14 04 O O 3 1 w v cri = N0. 344-8 SEWER FORCE MAIN DATA ,�O p Q W N C� �Z N Q Z o f 15 DRAINAGE ESMT. PER o o -j N OI x p ,� ,� o , \ ° o 2 Q NO. BEARING DELTA RADIUS LENGTH REMARKS 1 O O N N o h PARCEL MAP MS 97-14 . k > > �5 o , W v o ° w o r- W �, 1 D=345927" 250.00' 152.68' " P.V.C. F.M. SCH. ON Z m O 1 d 00 Q0 N 'c !O „ , it N v Z �` .t r�., ' G,�i 2 NO2°49 03 W --- 230.96 5 `� =f ,\to' V 2 2 °_ ai N r + o o c� Oa, ;�;_ 't 4 Q' D-35°58'15 190.00' 119.28, „op �'� >` 0X 1 + '� +� v Li = 3 cd d , 29 4 N33 09 11 E --- 114.53 b o + O Z 2 ��j• �� �� > r .> : "� oo + r o 0 0 ,'� N co v`� -`` 0�fER' "' S D=20°4359 210.00 75.99, „ M N r G o +� + + + zo + "'� Q Coo I ° o w 4, _ 2 Rg, t!1 6 N12'25'13"E --- 114.78, 5.5' h ow���p oho r' ►�- ;yt X �8� '�1.�- a 7� D=553214 240.00 232.63, » rno Q o� + + 3kk - 8 N67'5727 E --- 46.41 SIDEWALK V +w vw Z5 M;n > }- v o ° NO• � �J1 x1�• x ,y0 = ck, > ;= n 9, f , a. _ 5 . °�¢° `� , �.- �0 R PER �°�OP 3� . F/y :3,3 1.tN OR P $, P NO• 31 N, i 3S,p „ � ,� >, m , 5.0• 5.F- - ' X G SSA O O _ q� z 4 20 W -, -f -^ - 't'• STA 33+55.81 � 5.10' RT. �O'� �� s. > 114. o ' ��a 2 �. �' > ' INSTALL 8" FLG. '\ 1r h I- t-= ° o co %-- ao 2 2 Z^ _ > �� oo° ,,, A,-EXIST. 30" OUTLET "� --� -► E- o 0 0 -r rn U r r. o o$ 33+64.15 2.00 LT. WITH 8 GV G ° + o oQ 1 EXIST. 36" R.C.P PER WATER TP = 294.6 (30") CALCULA,TED o � o n " o ``> w Z "� v �o INSTALL P/D X FLG 45' BEND O p p r7 p o + + o o CO + 0p o '� Q o OM DWG. NO. 344-8 2000-D \ FROM AS-BUILTS o o ++ d o co Z ZtY® y O N w AND FLG X P/0 11 1/4 BEND >° o �. o M "� '� N + +� "� Z -' + © '` � / TP = 292.75 (D = 60 00 51 ) TP = 293.7 30 CALCULATED nr ►� V - �'-+ �'� + ca Z M ►�W2N "0 V w FROM FIELD SURVEY. r� a 2 �- Z } 2 �. + to cr I �, EXIST. BERM PER r rn ! n L o n TP = 292.8 - 8" WA TER 2 2 vwi 3 2 '� 3 0 �` DWG. NO. 344-8 0 'o / } EXISTING RIP RAP O7 o N ° c-3 "� ^'� ~ _ ° �'' PER DWG. 344-8A r- T C�L p N ► r� ° Q ° ° 12' DOUBLE SWING TO BE REMOVED i o -+ �� w �` vr\ c- .1 m STREET O ^ _r o ci - o ° Q t- -v o o X w ' 0 REMAIN DOWN AT 0.59° h. Z N N N ! t� .a o T O cr "' o 0 � _o ui W O t, GATE PER M-5, M-6 i� c��, o k u, w L 3 h+ + ,,, + � � � v � v +� My & M-20, 4' HIGH o �� � LZ� � �z "A �.� A �, h ^ W M \�. R. � +� Q a 1 11+71.68± N WTR. LINE STA. PER 2 ��`N- + c��'� '` � Z �_ �G'c t °- OP•� 2 DWG. NO. 344-8 SHEET NO. 13 �� LZC; -� j'°� , REMOVE EXIST. 8" WTR. AT EX. G.V. O ?m �c�0 z o c� o < c 33+64.15 ,N 13 T. i TO NEW CONNECTION ® 8" P.V.0 Z "�X �c� -� : �'�� � t INSTALL 8 TEE �' � �, '' G o �� TP = 292.20 INSTALL BLIND FLANGE AT EX. G.V. i + -' \ �-p o-o °° X�'' �, i PLAN: PASEO ESMERADO s �� PLAN NOT TO SCALE SHEET CITY OF CARLSSAD SHEETS `3 ENGINEERING DEPARTMENT 5 IMPROVEMENT PLANS FOR ENGINEER OF WORK: O QROI=ESS/0��` "AS BUILT" RANCHO VERDE UNIT 4 ANZ.... ,����PN A YOGA ���, C.T. 89-18 �E fir` o r1 APPROVED DATE: �-I�- `�& NO. 43217 RCE EXP. DATE LLOYD B. HUBB 'kx\N GROUP MARW A. 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