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HomeMy WebLinkAboutStorm Drain (Bradshaw)GENERAL NOTES 1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S MEMORANDUM OF UNDERSTANDING STANDARD SPECIFICATIONS DATED SEPTEMBER 1984, AND DESIGN MANUAL STANDARD DRAWINGS DATED MAY, 1971. 2. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. J. STATIONING FOR LATERALS AND CONNECTOR PIPES REFERS TO THE CENTERLINE -CENTERLINE INTERSECTION STATION. 4. FORTY EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT AT 1--800--227--2600 5. ALL ELEVATIONS ARE /N FEET AND DECIMALS THEREOF BASED ON U.S.C. & G. S. DATUM. 6. ALL CROSS SECTIONS ARE TAKEN LOOKING UPSTREAM. 7. ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. 8. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXIST/NG CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED WITH 6" OF CLASS "B` CONCRETE. 9. PIPE CONNECTED TO THE MAIN LINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE NO. 4 (JS 229) UNLESS OTHERWISE NOTED. 10. BEDDING PIPE WITH LESS THAN TWO FEET OF COVER SHALL CONFORM TO LOS ANGELES COUNTY FLOOD CONTROL DISTRICT STANDARD DRAWINGS 2-0213.3 AND 2--D 177 FOR CONCRETE BACKFILL /N TRENCHES. ALL OTHER PIPE SHALL CONFORM TO RCFC&WCD STD. DWG. M815. 11. V IS THE DEPTH OF INLET OF CATCH BASINS MEASURED FROM THE TOP OF CURB TO INVERT OF CONNECTOR PIPE. 12. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSIONS SHALL BEGIN AT EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. 13. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED /N KIND AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED. 14. IT SHALL BE THE RESPONSIBUTY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. ENGINEERS NOT/CE TO CONSTRUCTORS PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT AVAILABLE RECORD INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- FECTING FFECTING THIS WORK AND ANY DAMAGE OR PROTECTION TO THESE LINES. PRIOR TO STARTING CONSTRUCTION OF THIS PROJECT THE CONTRACTOR SHALL VERIFY THE EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN MAKING CONNECTIONS AND UNCOVERING ALL EXISTING UTILITY LINES AFFECTING THIS WORK. IF A CON-- FL/CT IN LOCATION IS NOTED, THE ENGINEER MUST BE NOTIFIED BEFORE PROCEEDING. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI- MENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENG/NEER PRIOR TO THE COMMENCEMENT OF WORK. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDI TIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- JECT INCLUDING SAFETY OF ALL PERSONS AND PRO- PERTY. THAT THIS REQUIREMENT SHALL APPLY CON- TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, IN- DEMNIFY AND HOLD THE OWNER, THE CONSULTING EN- GINEER AND ALL PUBLIC AGENCIES HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CON- NECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CONSULT- ING ENGINEER OR ANY PUBLIC AGENCY. SPEC/AL PIPES THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1 1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5, 000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c= 6, 000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. NOTICE THE CONTRACTOR SHALL NOTIFY THE CITY (OR DISTRICT, AS APPROPRIATE) IN WRITING, A MINIMUM OF TWO WEEKS BEFORE BEGINNING CONSTRUCTION, AND SHALL NOT BEGIN CONSTRUCTION BEFORE OBTAINING AUTHORIZATION TO PROCEED. NOTICE THE CONTRACTOR SHALL VERIFY LOCATION & ELEVATIONS AT ALL CONNECTION POINTS AND ALL EXIST. UTILITIES IN PARKWAY PRIOR TO STORM DRAIN CONSTRUCTION. ENGINEER TO BE NOTIFIED- AT LEAST TWO WORKING DAYS PRIOR TO BEGINNING OF CONSTRUCTION IF CONNECTION POINTS ARE NOT PER PLAN AND/DR IF 6" MIN. CLEARANCE IS NOT MET BETWEEN ALL EXISTING UTILITIES. PRIVATE ENGINEERING NOTE MWCoIwgr@und 3 @ r V j C @ A° Q O P j CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE Call: TOLL FREE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR J013 SCFE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PRO4JECT,1-800 INCLUDING SAFElY OF ALL THIS _ SHALL BE MAD TO 0 APPLY CONTIINUOSONS USLY_DP N�0 BE THAT 0 NORMAL 227-2600 DEFEND, INDEMNWORKING IFY AND HOLD CONSTRUCTIONAND CONTRACTOR CPROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE TWO WORKING DAYS BEFORE YOU DIG NEGLIGENCE OF DESIGN PROFESSIONAL ce14 010=6.0 cfs 0100=9.5 CFS 0100in= 12.2 CFS C813 BENCHMARK COUNTY OF RN ERSIDE B.M. T--29-81 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA 00AD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, N THE N.W. CORNER OF THE INTERSECTION 1' E. OF A 7' CHAIN LINK FENCE, 21'x I W AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. NO N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. in'llPOST SET 1' W. OF MONUMENT. ADJ. DATE 9/13/82 ELEV. 1128.410 STROM DRAIN LINE "A" PER LD00--18000 QRpF ESS /p �ty0 �• Af�q ��` 4'O � pOef w � No. 057835 Exp. 6/30/06 J]q� Cl V 1�_ F OF CAt-1�0 ce15 K r vv • r.lwr yr v 0100in =6.6 CFS C816 010=7.3 CFS 0100=11.3 CFS 0100in =6.0 CFS TRACT 2 418 8- 3 & 2 41 8 8 'V INDEX The Keith Companies n<c 22690 Cactus avenue: Saito 300 Moreno Vasey, C4 92553-9024 (909) 653-0234 APPROVED BY: NED J. AftAUJO R.C.E. N0. 87838 DATE: %OFT�OZ REGISTRATION EXPIRES 06-30-06 EXIST. JO RCP STORM DRAIN LINE d PER AD 159, RCFC & WCD PROJECT NO. 7-0--411, DRAWING NO. 7-157, SHEETS 7 & 15 OF 19 CB,1 �.+ ^18^ ri -v nr-r+ Zug ASSESSOR'S PARCEL NOS. TO RIVERSIDE TO CORONA % 0101� City Of PROJECT SITE 0 CAMPANULA WAY VICINITY MAP NOT TO SCALE lljOIAS BROTHERS PAGE: RIVERSIDE CO., PAGE 899 ASSESSOR'S MAP BOOK 955, PAGE 03 APN: 955-030-002 955-030-006 955-030-003 955-030-032 955-030-004 LEGAL DESCRIPTION PARCELS 27, 28, 29, 30 AND 31 OF PARCEL MAP 23432 AS SHOWN 8Y MAP ON FILE IN BOOK 159, AT PAGES 38 THROUGH 61 INCLUSIVE OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY CALIFORNIA ALSO LYING WITHIN THE RANCHO PAUBA. OWNER CAL-PASEO DEL SOL. 9404 GENESES AVENUE SUITE 230 J LLA CA. 92037 619 4�5-7503 APPLICANT NEWL4ND COMMUNITIES 27393 YNEZ RD. SUITE 253 TEMECULA CA. 92591-4608 (909) 694-5512 ENGINEER THE KEITH COMPANIES 22690 CACTUS AVENUE SUITE 300 MORENO 1/ALLEY, CA. 92553 (909) 653-0234 INDEX OF SHEETS: 1 OF 4 TITLE SHEET 2 OF 4 LINE J--1 3 OF 4 LINE "A" & LATERALS "A---3", "A-4 ,3 CONSTRUCT 36" RCP (SEE PROFlLE FOR D -LOAD) ---- 327 LF "A --5", & "A -- 6" 4 OF 4 LINE "A" & LATERAL "A-7" CONSTRUCT/ON NOTES &QUANT/TY EST/MATE QUAlVTIIY £SAMATE IS FOR BONDING PURPOSES ONLY. CONTRACTOR SHALL VERY Y ALL QUANAIIES PRIOR TO CONSTRUCAON TR4CT241884 TR4CT24188 TOTAL 1 CONSTRUCT 18" RCP (SEE PROFlLE FOR D -LOAD) 37 LF 92 LF 129 LF 2 CONSTRUCT 24" RCP (SEE PROFlLf FOR D -LOAD) 461 LF 387 LF 848 LF ,3 CONSTRUCT 36" RCP (SEE PROFlLE FOR D -LOAD) ---- 327 LF 327 LF 4 CONSTRUCT CONC. COLLAR PER R.C.F.C. & W.C.D. SM. DWG. N0. M812 ---- 3 EA 3 EA 5 CONSTRUCT MANHOLE N0. 1 PER R.C.F.C. & W.C.D. STD. DWG N0. MN. 251 2 EA 3 EA 5 EA OCONSTRUCT C.B. N0. f PER R.C.F.C. dr W.C.D. STD. DWG. N0. C8100 AND LOCAL DEPRESSION N0. 2 CASE B (CASE C FOR SUMP) PER R.C.F.C. dr W.C.D. STD. DWG. N0. L0201 2 EA 6 EA 8 EA 7 CONSTRUCT JUNCTION STRUCTURE N0. 2 PER R.C.F.C. do W.C.D. 4 EA ---- 4 EA CB17 K f VM -i a wr V 0100in=7.6 CFS C818 010=12.2 CFS 0100=19.1 CFS 0100in= 19.1 CFS R/W R/W 60' A r„ 1 BRADSHAW DRIVE & DAHL DRIVE TYP/CAL SECTION N.T.S. UPDATE 6I7I10 tall ,dA. I �oIia/,t RECOMMENDED BY: ��� gIl�_ DATE: //O1�Ao2 ACCEPTED BY: 4jo Ala DATE: /� !o o RONALD J. PARKS DEPUTY DIRECTOR OF PUBUC WORKS MARK REVISIONS: APPR. DATE R.C.E No. 19744 Expires 9/30/05 DESIGNED BY J.P. DRAWN BY K. T. CHECKED BY N.A. CITY OF TEMECULA STORM DRAIN IMPROVEMENT PLANS TRACT 24188-5 & 24188 - I HORIZ. SCALE: Plotted, 5/1/02 TITLE SHEET VERT. SCALE: -14-35 AM Bye K_ ❑LLIVER DWG N. /QLC) 10 -o54- GO ,< � ITKC JOB N0. 31614.01.000 LD02"04700 SHEEP I OF 4 ,01\Dwg\PRSD00010,dwg 101, LINE "J---1 " CURVE / LINE DATA N0. BE4R/NG DELTA RAD/US LENGTH TANGENT AO N11'00'29" W --- 47.39' ----- © N11'00'29" W --- 105.75' ---- 1,800 N11'00'29"W ---- 41.00' --- Q N81.44'30"E --- 110.00, ----- EXIST. 36" RCP STORM DRAIN UNP "J" � PER AD 159, RCFC & WCD P�ECT J� CONSTRUCTION NOTES SHEETS &115 OF 19 NO.=-/,/ O1 CONSTRUCT 18" RCP (SEE PROFILE FOR D -LOAD) 2O CONSTRUCT 24" RCP (SEE PROFILE FOR D -LOAD) 4O CONSTRUCT CONC. COLLAR PER R.C.F.C. & W.C.D. STD. DWG N0. M812 5O CONSTRUCT MANHOLE N0. 2 PER MODIFIED \ OCONSTRUCT C.B. N0. i PER R.C.F.C. & W.C.D. STD. DWG N0. C8100 AND LOCAL DEPRESSION N0. 2 CASE � B (CASE C FOR SUMP) PER R.C.F.C. & W.C.O. STD. DWG. N0. L0201 O7 CONSTRUCT 12" CSP (PERFOR,4TED) GA. GALV 8O CONSTRUCT CRUSHED ROCK FILTER BED (3/4" T0 1-1/2") 9O INSTALL IMPERMEABLE QI FABRIC LINING 40 0 40 80 120 SCALE IN FEET TWO WORKING DAYS BEFORE YOU DIG NEGLIGENCE OF DESIGN PROFESSIONAL BENCHMARK COUNTY OF RNERSIDE B.M. T-29-81 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E OF A 7' CHAIN LINK FENCE, 21'x 18' AROUND SO. CALIF. GAS VALVES, 4(Y N. OF P.P. N0.) 94' N. OF THE CENTERLINE OF W CCHO CALIFORNIA ROAD. FlWITNESS POST SET 1' W. OF MONUMENT. ADJ. DATE 9/13/82 ELEV. 1128.410 QRQF ESS /pNq � No. 057835 � Exp. 6/30/06 CI V 1L �c- pF CA�`Fo`c� The Keith Companies mmc 22690 Cactus Avenue. Suite 300 Norew Valley, CA 92553-9024 (909) 653-0234 APPROVED BY: ,'��� uf NED J. ARAWO R.C.E. N0. 87838 DATE: /O/�{ /�Z REGI5iRAT10N EXPIRES 08-30-08 EXIST. 36" RCP (PRI uaTE) FIRST FLUSH M.H. DETAIL EXIST. 36" RCP EISEL 24"X 24" DRAIN OR APPROVED EQUAL PROP. 12" CSP (PRI VA TE) 9EV/5i0N AS Otit LY NOT TO SCALE 2 PROP. M.H. EXIST. 36 RCP 22� Z� 1NJ 5'I 24"X24" PG �» SE1D�N1u�T Co LL�C.T'/�1,t �r-��►tit,��l� 5 24 5 AA1A-r14eA L 62ov1,40 �► SECTION A - A NOT TO SCALE LJP0ATC PL AIV S A"O CAP- DorAILS 4;17//OP MARK REVISIONS: APPR. DATE DESIGNED BY J.P. DRAWN BY K. T. CHECKED BY N.A. RECOMMENDED BY: DATE �.,�1'LG�� ACCEPTED BY: �/� ?�`��" DATE: RONALD J. PARKS GbuC3�.c LivCO IMPERVIOUS ON TUP OF P/PE Q14D ALL SIDE WALLS ROCK FILL ,. IES 2" PERF. CSP W131, 4 0 d • C, A tO"G &SECTION C — C NOT TO SCALE LINE J -IA I ' 4 �° o0 20 �s 34"'moo SECTION B - B NOT TO SCALE CITY OF TEMECULA 8TORM DRA IN IMPRO VEMEN T PLANS TRACT 24188 DEPUTY DIRECTOR OF PUBLIC WORKS LINE " J-pl "r R.C.E No. 19744 Expires 9/30/05 HORIZ. SCALE: 1"= 40' Plotted., 10/11/2002 3s5947 PM By i 8 "J -1A" PROP. M. H. PROP. 12" CSP S.D. (PRI VA TE) QI LDIO -OS4-GD ITKC JOB N0. 31614.01.0 I SHEET 2 OF 4 VERT. SCALE: 1"= 4' P_HERNANDEZ DWG.- N.-\31614,01\Dwg\PRSD00011R,dwg -� I PRIVATE ENGINEERING NOTE U n d@rgpONInd ft p a U c ( °A 0 @ p j CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE Call: TOLL FREE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, 1,800 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 2027"2800 HOURSAND CONSTRUCTIONOR FURTHER AGREES DOEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE TWO WORKING DAYS BEFORE YOU DIG NEGLIGENCE OF DESIGN PROFESSIONAL BENCHMARK COUNTY OF RNERSIDE B.M. T-29-81 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E OF A 7' CHAIN LINK FENCE, 21'x 18' AROUND SO. CALIF. GAS VALVES, 4(Y N. OF P.P. N0.) 94' N. OF THE CENTERLINE OF W CCHO CALIFORNIA ROAD. FlWITNESS POST SET 1' W. OF MONUMENT. ADJ. DATE 9/13/82 ELEV. 1128.410 QRQF ESS /pNq � No. 057835 � Exp. 6/30/06 CI V 1L �c- pF CA�`Fo`c� The Keith Companies mmc 22690 Cactus Avenue. Suite 300 Norew Valley, CA 92553-9024 (909) 653-0234 APPROVED BY: ,'��� uf NED J. ARAWO R.C.E. N0. 87838 DATE: /O/�{ /�Z REGI5iRAT10N EXPIRES 08-30-08 EXIST. 36" RCP (PRI uaTE) FIRST FLUSH M.H. DETAIL EXIST. 36" RCP EISEL 24"X 24" DRAIN OR APPROVED EQUAL PROP. 12" CSP (PRI VA TE) 9EV/5i0N AS Otit LY NOT TO SCALE 2 PROP. M.H. EXIST. 36 RCP 22� Z� 1NJ 5'I 24"X24" PG �» SE1D�N1u�T Co LL�C.T'/�1,t �r-��►tit,��l� 5 24 5 AA1A-r14eA L 62ov1,40 �► SECTION A - A NOT TO SCALE LJP0ATC PL AIV S A"O CAP- DorAILS 4;17//OP MARK REVISIONS: APPR. DATE DESIGNED BY J.P. DRAWN BY K. T. CHECKED BY N.A. RECOMMENDED BY: DATE �.,�1'LG�� ACCEPTED BY: �/� ?�`��" DATE: RONALD J. PARKS GbuC3�.c LivCO IMPERVIOUS ON TUP OF P/PE Q14D ALL SIDE WALLS ROCK FILL ,. IES 2" PERF. CSP W131, 4 0 d • C, A tO"G &SECTION C — C NOT TO SCALE LINE J -IA I ' 4 �° o0 20 �s 34"'moo SECTION B - B NOT TO SCALE CITY OF TEMECULA 8TORM DRA IN IMPRO VEMEN T PLANS TRACT 24188 DEPUTY DIRECTOR OF PUBLIC WORKS LINE " J-pl "r R.C.E No. 19744 Expires 9/30/05 HORIZ. SCALE: 1"= 40' Plotted., 10/11/2002 3s5947 PM By i 8 "J -1A" PROP. M. H. PROP. 12" CSP S.D. (PRI VA TE) QI LDIO -OS4-GD ITKC JOB N0. 31614.01.0 I SHEET 2 OF 4 VERT. SCALE: 1"= 4' P_HERNANDEZ DWG.- N.-\31614,01\Dwg\PRSD00011R,dwg -� I STA. 1+ 11.70 END PIPE LA T. "A -311 SFE PROFILE HEREON STA. 1+04.00 BEGIN PIPE 1-01 101, ^) O EXIST. 36" C.I.P.P. U\ i� LAJ STORM DRAIN LINE '*A* PER LD00--18000 a w � ao � � N II �c � I PRIVATE ENGINEERING NOTE Undorgr@und CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE Call'. TOLL FREE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SUM OF UIREMENT 1-800 SHALL BE MADE TO APPY CONTINUNS OUSLY PND NOT; BE MITED TOT THIS NORMAL 7'� 2 0 0 0 DEFENDWORKIN, INDEMRSAND NIFY AND HOLD CONSTRUCTION SIIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE TWO WORKING DAYS BEFORE YOU DIG NEGLIGENCE OF DESIGN PROFESSIONAL BENCHMARK COUNTY OF RIVERSIDE B.M. T-29-81 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. AND RANCHO CAUFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CMIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E OF A 7' CHAIN UNK FFNCE, 21'x I W AROUND SO. CAUF. GAS VALVES, 40' N. OF P.P. I) 94' N. OF THE CENTERLINE OF RANCHO CAUFORNIA ROAD. FIB WITNESS POST SET I' W. OF MONUMENT. ADJ. DATE 9/13/82 ELEV. 1128.410 Q?,of ESS/off pwrID No. 057835 �ZrIl Exp. 6/30/06 `P�gTF CI C IL OF A\� The Keith Companies mm TK 22690 Cactus Avenue, Suite 300 Morerw uaUey, GI 92553-9024 (909) 653-0234 APPROVED BY: �' � �� NED J. ARAUJO R.C.E. NO. 57835 DATE: REGISTRATION EXPIRES 06-30-06 40 0 40 80 120 SCALE IN FEET UP0Arc' RIA/QS 611&7 ZS6 RAD/US LENGTH TANGENT A N74'08'54&E ---- 10.95' Lai B 5747'37" 22.50' 22.70' MARK REVISIONS: APPR. DATE DESIGNED BY J.P. DRAWN BY K. T. CHECKED BY N.A. LXJ 159.01' �.- 306.00' 8.76' V' 4. J8' �E N73'38'1 rE --- 96-870 --- 4.42' Off 18'37 306.00' 33.70' 16.87' © N29'08'54"E ------ 11.70' --- �H N28'40'05" E Q?,of ESS/off pwrID No. 057835 �ZrIl Exp. 6/30/06 `P�gTF CI C IL OF A\� The Keith Companies mm TK 22690 Cactus Avenue, Suite 300 Morerw uaUey, GI 92553-9024 (909) 653-0234 APPROVED BY: �' � �� NED J. ARAUJO R.C.E. NO. 57835 DATE: REGISTRATION EXPIRES 06-30-06 40 0 40 80 120 SCALE IN FEET UP0Arc' RIA/QS 611&7 ZS6 RAD/US LENGTH TANGENT A N74'08'54&E ---- 10.95' --- B 5747'37" 22.50' 22.70' MARK REVISIONS: APPR. DATE DESIGNED BY J.P. DRAWN BY K. T. CHECKED BY N.A. PLAN NO. JS 227 JS 227 JS 227 JS 227 CONSTRUCTION NOTES O1 CONSTRUCT 18" RCP (SEE PROFlLE FOR D -LOAD) 2 CONSTRUCT 24" RCP (SEE PROF/LE FOR D -LOAD) O CONSTRUCT 36" RCP (SEE PROF/LE FOR D -LOAD) t o J CONSTRUCT MANHOLE N0. 1 PER R.C.F.C. do W.C.D. STD. DWG. N0. MH. 251 6 CONSTRUCT C.B. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. C8100 AND LOCAL DEPRESSION NO. 2 CASE B (CASE C FOR SUMP) PER R.C.F.C. & W.C.D. STD. DWG. NO. LD201 7 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. NO. JS 227. CURVE / LINE DA TA N0. BEARING DELTA RAD/US LENGTH TANGENT A N74'08'54&E ---- 10.95' --- B 5747'37" 22.50' 22.70' 12.42' © 54'54'54" 346.00' 293.28' 159.01' V 01 '38'25" 306.00' 8.76' V' 4. J8' �E N73'38'1 rE --- 96-870 --- 4.42' Off 18'37 306.00' 33.70' 16.87' © N29'08'54"E ------ 11.70' --- �H N28'40'05" E ---- 39.50' ---- V N48'26V4;rE --- 38.50' �---- UJ N46'33'5eW --- 20.00' ---- LINE A ® STA. 24+14.80 RECOMMENDED BY:���� DATE: ACCEPTED BY: �-c�s�'h'�l� DATE: /l 6/ 2 RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS R.C.E No. 19744 Expires 9/30/05 �� HORIZ. SCALE: 1 = 40 Plotted; 7/15/02 3,00;38 PM !AT A-6 45'00'00" !8" 4.42' J6'3G CITY OF TEMECULA TKC JOB N0.31614.01.000 8TORM DRAIN /MPROVEMENT PLANB TRACT 24188 L002 -047C0 LINE "A" & LATERALS "A-3", "A-4", "A-6" 8 "A-6"SHEEr 3 of 4 VERT. SCALE: 1" = 4' QLD/O-054CD R. C. F. Co & W.C.D. JUNCTION STRUCTURE DATA TABLE N.\31614.01\DWG\PRSD00012.dwg --, MAIN LINE LATERAL LEFT LATERAL RIGHT D� D2 NAME A B C NAME A B C LINEA 0 STA. 21 +39.14 LAT A-3 451001100' 24" 4.42' 36" 36" LINE A @ STA. 21+59.75 LAT A-4 45'00'00" 24" 4.42' JF" Jr LINE A @ STA. 23f79.28 TLAT A-5 45000'00" 18" 4.42 ,i6" 36" LINE A ® STA. 24+14.80 RECOMMENDED BY:���� DATE: ACCEPTED BY: �-c�s�'h'�l� DATE: /l 6/ 2 RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS R.C.E No. 19744 Expires 9/30/05 �� HORIZ. SCALE: 1 = 40 Plotted; 7/15/02 3,00;38 PM !AT A-6 45'00'00" !8" 4.42' J6'3G CITY OF TEMECULA TKC JOB N0.31614.01.000 8TORM DRAIN /MPROVEMENT PLANB TRACT 24188 L002 -047C0 LINE "A" & LATERALS "A-3", "A-4", "A-6" 8 "A-6"SHEEr 3 of 4 VERT. SCALE: 1" = 4' y. i_rar�lirez DWG= N.\31614.01\DWG\PRSD00012.dwg --, ps"Z SEE PROF/LE HEREON SCALE IN FEET PRIVATE ENGINEERING NOTE © Mwdwgrr@und BEAR/NG DELTA 3 @ p V j (g@ °� 0 P CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY TANGENT ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE Call: TOLL FREE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 20.04' CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, 1-0800 INCLUDING THIS REQUIREMENT OF ALL OMA TO Y SHALL BE MADE APPLY CUOUSNS APROND NOT BE LIMITED OAT NORMAL 22'7r2600 HOURSAND CONSTRUCTION CONTRACTOR FURTHERAGRTO ES DOEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL. HARMLESS ANY 17.67' AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE QD OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE TWO WORKING DAYS BEFORE YOU DIG NEGLIGENCE OF DESIGN PROFESSIONAL BENCHMARK COUNTY OF RIVERSIDE B.M. Tr -29--81 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A 7' CHAIN LINK FENCE, 21'x 1W AROUND SO. CALIF. GAS VALVES, 44' N. OF P.P. N0.) 94` N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBER i ESS POST SET 1' W. OF MONUMENT. ADJ. DATE 9/13/82 ELEV. 1128.410 /►-/ jo ►-T.1G STA. 27-87.79 — EC STA. 28+10.07 -- BC QRpF ESS / pNq m�a �• ARq ��` � O � No. 057835 � Exp.6/30/06 JJq� CI V 1\1 OF OAL,�O 5 The Keith Companies !TK.I 22690 Cactus Avenue, 5uife 300 Moreno Valley. CA 92555-9024 (949) 653-02.34 APPROVED BY: DATE: I ®/%,*/ 0 Z NED J. ARAUJO R.C.E. NO. 7835 REGISTRATION EXPIRES 06-30-06 1 1\ I UPoarog �c6v'45 MARK REVISIONS: I APPR. I DATE DESIGNED BY J.P. DRAWN BY _K• T. CHECKED BY N.A. _ CONSTRUCTION NOTES O1 CONSTRUCT l8" RCP (SEE PROF/LE FOR D -LOAD) 2O CONSTRUCT 24" RCP (SEE PROFlLE FOR D -LOAD) n CONSTRUCT MANHOLE N0. l PER R.C.F.C. & W.C.D. STD. DWG. N0. MH. 251 6 CONSTRUCT C.B. N0. 1 PER R.C.F.C. do W.C.D. STD. DWG. NO. CB 100 AND LOCAL DEPRESSION NO. 2 CASE B (CASE C FOR SUMP) PER R.C.F.C. do W.C.D. STD. DWG. NO. LD201 CURVE/LINE DA TA NO. BEAR/NG DELTA RADIUS LENGTH TANGENT A 03'45'08"' 306.00' 20.04' 10.02' © N6,735'39''E --- 80.45' --- © 45'00'00" 22.50' 17.67' 9.32' QD N71'24'21'W ---- 16.33' --- N71-2421-OW --- 6.67' --- �F 45'00'00' 22.50' 17.67' 9.32' �G N26'24'21'W --- 22.27' --- M5705e 306.00' 58.56' 29.37' Q 78'42'00'" 45.00' 61.81' 36.90' 0 N6,75543"E ---- 159.33' -�--- �K N63'35'39" E --- 40.00' ---- r C60132 EXP. wj3011C _ IeEV/SlOtil QONLY RECOMMENDED BY:40DATE:IIA ACCEPTED BY: /��r►R.•(�(/�' ��* DATE: ko Z RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS R.C.E No. 19744 Expires 9/30/06 CITY OF TEMECULA STORM DRA IN IMPROVEMENT PLANE TRACT 24188 - 8 & LD/p-U54C-r.-> KC JOB NO. 31614.01.0001 LINE "A" & LATERAL '"Am7" SHEET 4 OF 4 HORIZ. SCALE: 1"= 40' VERT. SCALE: 1"= 4' otted; 5/1/02 10.-13:38 AM BVD K TOLLIVER DWG.- N--\31614,01\Dwo\PRSD00013,cd7 5