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Home My WebLink AboutThird St. Storm Drain RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT GENERAL NOTES GENERAL NOTES (CONT) INDEX 1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL SHEET NO, IMPROVEMENTS SHOWN ON THE DRAWINGS IN CONFORMANCE WITH 2O.THE CONTRACTOR IS REWIRED TO CALL ALL UTILITY AGENCIES TITLE SHEET 1 THE REQUIREMENTS OF THE RIVERSIDE COUNTY FLOOD CONTROL REGARDING TEMPORARY SHORING AND SUPPORT REQUIREMENTS FOR PLAN & PROFILE 2-9 AND WATER CONSERVATION DISTRICT'S M.O.U. STANDARD THE VARIOUS UTILITY LINES SHOWN ON THESE PLANS 54N BUNWfAOCMWY 60 RIm?SIDE CONNECTOR PIPE PROFILES & DETAILS 10-11 SPECIFICATIONS DATED DUNE 24, 2008, AND THE RCFC&WCD - STANDARD MANUAL. FOR THE LATEST DRAWINGS OF THE STANDARD 21.DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION �t 62 STRUCTURAL DETAILS 12-13 MANUAL, PLEASE REFER TO THE "PUBLICATIONS AND RECORDS" OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE RtiOPS VESP! PAGE FOUND ON THE DISTRICT'S WEBSITE. CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND VALLEY so aEa�avt 07rSW� CALTRANS NOTES TO CONTRACTOR: DAMAGE TO ADJACENT PROPERTIES. B, 2. (IF) AN ENCROACHMENT PERMIT IS REQUIRED FROM THE ++ 1. IT IS THE PERMITTEE/CONTRACTOR'S RESPONSIBILITY TO NOTIFY RIVERSIDE COUNTY FLOOD CONTROL, CONTACT PERMIT ENGINEER 22•APPROVAL OF THESE PLANS BY THE RIVERSIDE COUNTY FLOOD �LA� THE UNDERGROUND SERVICE ALERT IN ORDER TO CLEAR ANY AT 951/955-1266. AFTER THE PERMIT IS ISSUED THE DISTRICT CONTROL AND WATER CONSERVATION DISTRICT DOES NOT RELIEVE A� "'GIs gyy POSSIBLE CONFLICTS PRIOR TO CONSTRUCTION. MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION. THE DEVELOPER'S ENGINEER OF RESPONSIBILITY FOR THE uA t 2. WHERE DAMAGE IS CAUSED BY THE CONTRACTOR'S OPERATION, THE ENGINEERING DESIGN. IF FIELD CHANGES ARE REQUIRED, IT �py�p CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR OR REPLACE 3. CONSTRUCTION INSPECTION WILL BE PERFORMED BY RIVERSIDE WILL BE THE RESPONSIBILITY OF THE DESIGN ENGINEER TO MAKE DAMAGED FACILITIES PROMPTLY IN ACCORDANCE WITH 2O15 STATE COUNTY FLOOD CONTROL. CONTACT CONTRACT ADMINISTRATOR AT THE NECESSARY CORRECTIONS. 74 74 79 74 SPECIFICATIONS AND/OR AS DIRECTED BY THE STATE 951/955-1288. THE DISTRICT MUST BE NOTIFIED TWENTY DAYS T REPRESENTATIVE. (20) PRIOR TO CONSTRUCTION. 23.THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL THE REQUIRED LOGITIQN tIw1E � _EAMIOE 3. ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY SHALL ENCROACHMENT AND/OR STATE AND FEDERAL REGULATORY PERMITS PRIOR TO THE COMMENCEMENT OF ANY WORK 79 `�sO1°'R '�107R MEET THE REQUIREMENTS OF CALTRANS STANDARD SPECIFICATIONS, . 4. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION AAF 74 LATEST EDITION. rl.srnneE UNLESS OTHERWISE NOTED. 24.THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CZ&g LA'S 74 MONITORING REQUIREMENTS: sKIIxR 5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2 INCHES OVER THE REINFORCING AND INCREASED TO A NSA 4. THE OFFICE OF GEOTECHNICAL DESIGN SOUTH OGDS OF CALTRANS V CENTERLINE INTERSECTION STATIONS. ,,, ( ) MINIMUM OF 3-1/2 INCHES OVER REINFORCING FOR BOX CULVERTS VAIL RECOMMENDS INSTALLING A MINIMUM OF 3 ROWS OF SETTLEMENT 6. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND WHEN DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE 79 MONUMENTS WITH ONE ROW LOCATED DIRECTLY ABOVE THE SERVICE ALERT 1-800-227-2600. CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE r`oft N ALIGNMENT OF THE PIPELINE TO MONITOR ANY POTENTIAL F'C=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND a ice Co. SETTLEMENTS OF THE PAVEMENT. THE REMAINING ROWS SHOULD BE .� . 7. ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF AND F'C=6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER S4N VIEW CO LOCATED ON EITHER SIDE OF THE PIPELINE. BASE READINGS BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD 29). SECOND. SHOULD BE TAKEN FOR ALL SETTLEMENT POINTS PRIOR TO THE TO CONVERT TO THE NORTH AMERICAN VERTICAL DATUM (NAVD 88) VICINITY MAP CONSTRUCTION WORK. DEPENDING ON THE SETTLEMENTS OBSERVED ADD 2.24 FEET TO THE ELEVATIONS SHOWN. 25.CONSTRUCTION JOINT FOR CALTRANS STANDARD REINFORCED N.T.S. IN THE FIRST ROUND OF READINGS (TAKEN AFTER THE CONCRETE BOX SHALL BE ACCORDING TO RCFC&WCD STD. DWG. NO. CONSTRUCTION HAS BEGUN), OGDS MAY RECOMMEND INSTALLING B. ALL COORDINATES ARE SHOWN IN FEET AND DECIMALS THEREOF BX401. ADDITIONAL ROWS OF MONITORING POINTS TO DETERMINE THE AREA BASED ON THE NORTH AMERICAN DATUM (NAD 83), CALIFORNIA AFFECTED. AT LEAST 1 OF THE SETTLEMENT MONUMENTS ON EACH ^ COORDINATE SYSTEM (CCS), ZONE 6 AND EPOCH 2O07.00. LINE SHOULD CONSIST OF A 'GROUND MOVEMENT MONITORING POINT" y RCB NOTE SHOWN IN THE CALTRANS DESIGN BULLETIN 83-04. THE REMAINING 9. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. THE CONCRETE BOX STORM DRAIN SHALL BE PRE-CAST REINFORCED 9 POINTS MAY CONSIST OF MONUMENTS EMBEDDED IN THE PAVEMENT. A CONCRETE BOX PER CALTRANS STANDARD D83A AND D838, THE SPACING BETWEEN 2 CONSECUTIVE SETTLEMENT POINTS IN A 4 10. ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE CONFORMING TO AASHTO M273 (OR EQUIVALENT ASTM C850) WITH LEGEND ROW SHOULD NOT EXCEED 10 FEET. ' NOTED. LESS THAN 2 FEET OF COVER SUBJECT TO HS20 LIVE LOADING, 5. CONTRACTOR SHALL PROVIDE A PLAN FOR MONITORING GROUND O BORING LOCATION PER GEOTEChNJICAL • TABLE 1. ALTERNATIVELY, THE CAST-IN-PLACE METHOD OF 2 SURFACE AND MUST INCLUDE THE LOCATION OF ALL SETTLEMENT 11. UNLESS OTHERWISE SPECIFIED, MINIMUM STREET RECONSTRUCTION CONSTRUCTION CONFORMING TO THE 2015 EDITION OF CALTRANS REPORT DATED 9-18-2015, POINTS. SHALL BE 4.5" TYPE "B" HOT MIX ASPHALT OVER 8.5" CLASS 2 STANDARD D80 WITH FLAT INVERT MAY BE USED IF APPROVED BY B-3 BORING I.D. II 6. THE ACCURACY OF SETTLEMENT MONITORING SHOULD BE 0.005 FEET AGGREGATE BASE (PER ARAGON GEOTECHINICAL REPORT DATED THE ENGINEER. NO PER CALTRANS DESIGN BULLETIN 83-04. THE THRESHOLDS IN THE y 09-18-2015) AND PER CITY OF LAKE ELSINORE STD. NO. 602B I PROJECT SUBJECT BULLETIN SHOULD NOT BE EXCEEDED DURING OR UP TO A fy OR AS SPECIFIED BY THE ENGINEER. -2 - - 3 4 5 6 7 6-MONTH LONG PERIOD FOLLOWING THE CONSTRUCTION. - - - - - - - - - - - - 7. FREQUENCY OF MONITORING:SURFACE SETTLEMENT MUST BE 12. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF - - - J T - • - MEASURED DAILY OR HOURLY WHEN THE HEADING IS WITHIN 25 EXISTING CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE _ - - - I _ - � �E - - - - - FEET OF THE SURFACE. ., ABANDONED SHALL BE SEALED WITH 6" OF CLASS "B" CONCRETE. - - - - - - - - - - - 8. CONTINGENCY PLAN: PROVIDE A PLAN WITH ACTIONS TO BE TAKEN 10 BEGIN IN THE CASE OF EXCEEDANCE OF THE THRESHOLDS IN DESIGN 13. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO PROJECT BULLETIN 83-04. ACTION ITEMS SHOULD INCLUDE THE IMMEDIATE a NOTIFICATION OF CALTRANS STAFF OF THE OBSERVATIONS, ANY JUNCTION STRUCTURE N0.4 (JS 229) UNLESS OTHERWISE NOTED. tr1 � CHANGES TO THE CONSTRUCTION METHODS AND REMEDIAL WORK. W 9. POST CONSTRUCTION SETTLEMENT OBSERVATIONS: IN THE EVENT OF 14. PIPE AND RCB BEDDING SHALL CONFORM TO RCFC&WCD STD. DWG. > LLI I > NO. M815 EXCEPT FOR COVER<2 FEET. FOR COVER<2 FEET, I- > IQ� CONTINUED POST-CONSTRUCTION SETTLEMENT OBSERVATIONS, CONCRETE SLURRY (2000 PSI) SHALL BE USED. THE ENTIRE 0_ 1 Q CALTRANS MAY EXTEND THE POST CONSTRUCTION MONITORING w TRENCH SHALL BE SLURRY EXTENDING 4 INCHES MINIMUM AND 12 W 0 0' Izi PERIOD AND REQUIRE THE CONTRACTOR TO MONITOR SETTLEMENTS W W AT 2-MONTH INTERVALS. THE POST CONSTRUCTION MONITORING INCHES MAXIMUM ABOVE THE TOP OF THE PIPE OR RCB. J X INDEX MAP PERIOD SHALL BE NO LONGER THAN 6 MONTHS. N 15. APPENDIX B INDICATES SOIL BORING LOCATIONS BASED ON THE U 2 p ! SCALE: 1"=200' U 10. ALL APPLICABLE REQUIREMENTS OF SECTIONS 500 AND 600 OF 6 SOILS REPORT DATED 09-18-2015. LOCATIONS SHOWN ARE ~ CALTRANS PERMIT MANUAL MUST BE FOLLOWED FOR THE WORK APPROXIMATE. WITHIN CALTRANS RIGHT-OF-WAY AND THE ADJACENT AREAS THAT 3� R.C.F.C. &W.C.D. STANDARD DRAWINGS CALTRANS STANDARDS A.P.W.A. STANDARD DRAWINGS COULD IMPACT CALTRANS FACILITIES. 16. "V" IS THE DEPTH OF CATCH BASINS MEASURED FROM THE TOP OF MH 252 MANHOLE NO. 2 D83A PRECAST REINFORCED CONCRETE-BOX CULVERT 361-2 TRASH RACK (INCLINED) a 1- CURB TO INVERT OF CONNECTOR PIPE. MH 254 MANHOLE NO. 4 D838 PRECAST REINFORCED CONCRETE-BOX CULVERT MISC. DETAILS SHORING NOTE: a. 17. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION TS 301 TRANSITION STRUCTURE NO. 1 D81 CAST-IN-PLACE REINFORCED CONCRETE DOUBLE BOX CULVERT CONTRACTOR TO PROVIDE SHORING DESIGN PRIOR TO CONSTRUCTION. SHALL BEGIN AT EXISTING CURB RETURN JOINT, UNLESS C8108 INLET TYPE X D86B PIPE CULVERT HEADWALLS, ENDWALLS AND WARPED WINGWALLS OTHERWISE SPECIFIED. CB 110 CONCRETE DROP INLET 18. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH JS 226 JUNCTION STRUCTURE NO. 1 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/DR CITY ' EXISTING IMPROVEMENTS TO BE RECONSTRUCTED IN KIND AND AT CITY OF AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE THE SAME ELEVATION AND LOCATION AS THE EXISTING JS 227 JUNCTION STRUCTURE NO. 2 IMPROVEMENTS UNLESS OTHERWISE NOTED. M816 CONCRETE BULKHEAD LA ICE L S I IYO IZE ' 19. STANDARD DRAWINGS CALLED FOR ON THE PLAN AND PROFILE M803 CONCRETE COLLAR SHALL CONFORM TO DISTRICT STANDARD DRAWINGS UNLESS NOTED DREAM EXTREME- 13RAM-EY FAGRELL, RCE No, 43920 DATE MS 170 OTHERWISE. • CITY CITY OF LAKER ELSINORE CALTRANS PERMIT NO. 08-16-N-TN-0291 m't Di Until You Call U.S.A. Toll Free BENCH MARK DESIGNED BY: RIVERSIDE COUNTY FLOOD CONTROL PROJECT N0. -- 9'•' REVISIONS 4081000UNTYCENTERDR., tfESS( 1-800-227-2600 B.M.N0. EL-37-80 C. MORLOKMichael Bake� SUITE200 p�P ,�,y.,°�"'y� AND THIRD STREET 3-0-00175 TEMECULA,CA92591 �6`" �'T '"'9 �" WATER CONSERVATION DISTRICT CHANNEL for the location q 1 1/2" ALUM. CAP IN 6" CONC. COLLAR, FROM �'' a� n. o of burled J. STOUFFER PHONE:(951�676-80a2 �o m DRAWING N0. utlllty Imes. INTER. OF RIVERSIDE DR, AND LAKESHORE DR, SE 1.7 � RECOMMENDED FOR APPROVAL BY: APPROVED BY: N T E R N A T I O N A L MBAKERINTL.COM m 1 MI. TO THE INTER. of MOHR ST. AND LAKESHORE DR; DATE DRAWN: No. STAGE 2 Z Don't disrupt 3-021 0 t- dtol servicwe. #463 0; FROM ABOVE INTER; I6't SW OF PP 04-2018 {` #463TO THE S OF SURVEY MARKER POST. .�� PLANNING ENGINEER CHIEF ENGINEER TITLE SHEET SHEET N0. two waawc own eEraa rou ou: �rf °r C A1� 0. DATE: DATE: Z 1264.B5 EL. REF. DESCRIPTION APpR. DATE J. TANNER JOHN D.TANNER III,RCE 60132 DATE: 1 OF 13 =' -t 1 31a(p 22+00 23+00 24+00 25+00 �_----� PROFILE SCALE CONSTRUCTION NOTES NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL * - SEE NOTE 24 ON TITLE SHEET FOR CONCRETE HORIz. 1"=20' UTILITIES CROSSING OR PARALLELING THE COATING SPECIFICATIONS. STORM DRAIN UNLESS OTHERWISE NOTED. - -- vERT. 1"=5' l�2 INSTALL 42" RCP STORM DRAIN PIPE, D-LOAD PER PLAN. 1280 - _- E - 1280INSTALL 42" RCP STORM DRAIN PIPE TO CONNECT TO DISTRICT STRUCTURE. ib-I _ - - 8 CONSTRUCT 10' X 6' (SPAN X RIS PRE-CAST REINFORCED CONCRETE BOX C -� 0 S E) (RCB) PER* '• !S " EXIST. Q9 CONSTRUCTATRANSNS ITION 3STRUCTURE BPER DETAILS ON SHEET 12. 1275 __ - T. SURFACE - - - _ - 1275 13 CONSTRUCT JUNCTION STRUCTURE NO. 1 PER RCFC&WCD STD. DWG. NO. JS226. DRA X'IST. TOP PROPOSED SURFACE STORM IN 14 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC&WCD STD. DWG. NO. JS227. OF, WALL 0 STORM DRAIN HGL � _ LL1 1268.16 _ _ - -r-i Z 17 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD. DWG. NO. M803. 1270 - r J 1270 ®INTERFERING TELEPHONE LINE ABANDONED IN PLACE BY UTILITY OWNER (FRONTIER). CONFLICTING STRUCTURES AND CONDUITS TO BE REMOVED AND DISPOSED BY V CONTRACTOR. REFER TO FRONTIER RELOCATION PLANS. i CONNECT TRANSITION STRUCTURE TO EXISTING DOUBLE RCB PER SHEET 12 AND 13. 1265 I " IN+54•57' - -- - - 1265 ©CONSTRUCT PIPE CULVERT WING WALL PER CALTRANS STD DWG D86B AND DETAIL ON r- I SHEET 11. ..._4.2� RDO GP IN ET S 30 INSTALL 18" RCP STORM DRAIN PIPE, D-LOAD PER PLAN. r _ i S=0.008262.43 -fi- -- -- _I 31 CONSTRUCT MODIFIED INLET TYPE X PER RCFC&WCD STD. DWG. N0. C8108 WITH (5=TROT 0) (S=0.0038) i 42 R { 1264.22 1260 _ --- - - 1260 OPTIONAL OPENINGS AND OPENING HEIGHT EQUAL TO 0.75'. - -- 1261.53 - - - 32 INSTALL 1/4 TON RIP RAP, 2.7' THICK WITH 9" THICK FILTER BLANKET OF 3/4" HYDRAULIC DATA Co _= HYDRAULIC DATA - -_- 1- -- ROCK OVER SAND. USE MIRAFI 1100-N FOR FILTER BLANKET (OR APPROVED EQUAL). EXIST. DOUBLE _ Qt00= 104494 - SEE DETAIL ON SHEET 11, _ - Q100- 1026cfs 1255 14'W X 4'-6"H RCB + Vinn 23.1 N - Vion= 21.0f s 55 33 CONSTRUCT TRASH RACK (INCLINED) PER APWA STD 361-2. -- - N - - 12 - - - 34 REMOVE EXISTING WINGWALL AND ASSOCIATED RIP RAP. HYDRAULIC DATA HYDRAULIC DATA a Q 100= 1044 cfs Q too= 1044 cfs Lr 1250 V too= 19.4 fps V100= 22.3fps 3 TRANSITION* 9 -- __ 202.17 LF 1 'W RCB* --- L7 1250 TO BE MAINTAINED BY RCFC & WCD N 1245 PR FILE 1245 QernoVCd Frdm�C �fic a+, ��Y �78 {Ter F. \� q 3RD ST. R/W RCB 80 I TEMPORARY CONSTRUCTION EASEMENT PER 66' 3 � INST. N0. 30' 19, 34' of 50' 30' I -Z RECORDED PROP. RCFC&WCD SO EASEMENT i t268 1 I NSTORARY CONSTRUCTION EASEMENT PER - 17' 17' COMPLETE TRASH 1 RECORDED RACK NOT SHOWN 33 - � RCFC & WCD EASEMENT T EX. 14'X4'6" FOR CLARITY PER INST. NO. W • EX. FINISHED EX. PROP. RCB PER RECORDED Z W30 SURFACE SURFACE RCFC&WCD - DWG. NO. I 1 1 CONVEYED TO RCFC&WCD BY DEED RECORDED 2 10'x6' RCB 3-126 / 32 JANUARY 26, 1994, INSTRUMENT NO. 034739 H S•5 PARCEL 3175-5, R.S.B. 91/29-36 RCFC & WCD EASEMENT s Q I - >27 ti PER INST. N0. t SECTION AT STA 24+50 22+69. 7 29 w RECORDED SCALE 1"=10' =10+00.00 LAT. B t26 _ q INTERSECTION i 13 N41°39'4 "W 127 - - -_- - - - - - - - - - - - - - - - - - 10' 0 10' PROFILE NSHT. 102 � - N 2195664.544 10'X6' RCB 8 22 E 6231161.628 ,m 34 23 n 24 2 ro INFORMATIONAL NOTE ti �ry I JUNCTION STRUCTURE I ALL X-SECTIONS TAKEN NO. 2 TABLE LAT. F a 52 46'41"W g T LOOKING DOWN STREAM LAT. A q STA.10+19.87 w 22+52.9 P OFILE ON SHT. 1 3 - - - - - - - - - - - - - - - - - CALLOUT VALUE =10+00.00 LAT. A 13 f q 70• N INTERSECTION 1267 31 CAUTION!! EX. OVERHEAD LINES T 'a) O JUNCTION STRUCTURE No.1 JUNCTION STRUCTURE No.1 B 18" 14 110+00.0 LAT. A 3 12g I TABLE LAT, A TABLE LAT. B C 3.62' 10+TORSO LAT. F + INT. STA. 22+52.95 INT. STA. 22+69.07 F2/W � INTERSECTION R/W � N D 42" CALLOUT VALUE CALLOUT VALUE E 1.84' o N52°46'41"W N57°13'19"E 3 PROFILE ON SHT. 10 30 ¢ A 83'33'31" A 85'19'32" F 1.90' S PROFILE ON SHT. 11 I 24 34 _ I- B 42" B 42" G 1 1.56' d 17 0 N C 16.51 C 14.40 L 1 2.41' 3 ELEV R 1262.16 ELEV R 1262.46 1 ELEV. R 1 1263.28 3RD STREET N43'39'48"E ELEV S 1262.12 ELEV S 1262.41 ELEV. S 1263.27 d N - - - - - - - - - - - - - -EX. 42" CMP N 0 C) PER RCFC&WCD THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH °cD M1 Iji Do J DWG. NO. CITY O F THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY i �10 IZ 3-126 /� AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE 20 10 D 20 Z`1 _ LADE C LSII`�OIZE PLAN ZJ DREAM EXT RE M Er" BRADLEY FAGRELL, RCE No. 43920 DATE MS 170 SCALE: 1"=20' CITY ENGINEER a CITY OF LAKE ELSINORE CALTRANS PERMIT NO. 08-16-N-TN-0291 Don't Dig Until You Call U.S.A. Toll Free BENCH MARK DESIGNED BY: FESSI RIVERSIDE COUNTY FLOOD CONTROL PROJECT NO. i 1-800-227-2600 B.M.NO. EL-37-80 REVISIONS C. MORLOK 40810 COUNTY CENTER DR., Qp0 Opp o _ , _ SUITE 200 p 0 T 7 f AND THIRD STREET 3-0-00175 for the location A 1 1 2" ALUM. CAP IN 6" CONC. COLLAR, FROM TEMECULA,CA 92691 i„ "'W s WATER CONSERVATION DISTRICT of buried / PHONE:961 676 8042 - CHANNEL uuut rues. INTER. OF RIVERSIDE DR. AND LAKESHORE DR, SE 1.7 J. STOUFFER ( ) m, DRAWING NO. r N T E R N A T I O N A L MBAKERINTL.COM m RECOMMENDED FOR APPROVAL 8Y: APPROVED BY: s MI. TO THE INTER. OF MOHR ST. AND LAKESHORE DR; DATE DRAwN: w.sotaz STAGE 2 3-02 1 0ca Don't disrupt a"'c v vital services. 40't SW FROM ABOVE INTER; 16't SW OF PP 04-2018 #46330;1't S OF SURVEY MARKER POST. E 'ff rI11\ tom! STA 22+46.40 TO STA 25+50 SHEET NO, TWO N 1140 DAYS BF ,TW MG 1264.85 EL. IF OF CAE DATE: DATE: a REF. DESCRIPTION APPR. DATE J. TANNER JOHN D.TANNER III,RCE 60132 DATE: 2 OF 13 -7 S 26+00 27+00 - -_ 28+00 _ - 29+00 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL --- PROFILE SCALE UTILITIES CROSSING OR PARALLELING THE VERT. 1"=5' CONSTRUCTION NOTES STORM DRAIN UNLESS OTHERWISE NOTED. 1305 ®CONSTRUCT 10' X 6' (SPAN X RISE) PRE-CAST REINFORCED CONCRETE BOX (RCB) PER CALTRANS STD. D83A AND D83B. * - SEE NOTE 24 ON TITLE SHEET FOR CONCRETE COATING SPECIFICATIONS. SECTION N OF PROFILE I N ENT I ONALLY OMITTED 10 CONSTRUCT TRANSITION STRUCTURE N0. 1 PER RCFC&WCD STD. DWG. N0. TS301. -- -- - @ CONSTRUCT MANHOLE NO. 2 PER RCFC&WCD STD. DWG. NO. MH252. INCLUDE A 6' 1285 I -- - R/W _ 1285 - - -- 1285 X 6' X 6" THICK CONCRETE PAD WITH #4 012" O.C. E.W. REINFORCEMENT W ,5 M / _ J AROUND ALL MANHOLES LOCATED IN UNPAVED AREAS. z y >AL D. Z 13 CONSTRUCT JUNCTION STRUCTURE NO. 1 PER RCFC&WCD STD. DWG. NO. JS226. _ INSTALL 48" RCP STORM D- - = RAIN PIPE, D-LOAD PER PLAN. _ - 16 0 128E 128E N O -_ _ _ - --- - 18 CONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD STD. DWG. NO. M816. H - - + / XIST. SURFACE _ ~ -Q 0 N Q EXISTING BILLBOARD AND ELECTRICAL CONDUIT TO BE RELOCATED OUT OF 16 0' Z � ® � STORM DRAIN _ g - 22 JACKING PIT j - -,- - . ' PROPOSED EASEMENT BY PROPERTY OWNER 1275 - - 1275 ®INSTALL 96" RCP JACKING PIPE STORM DRAIN. D-LOAD PER PLAN. _ _ _ HGL �_ I -.i. -- _ TABLESTRAT TORE No.1 --_ ! E JUNCTION 127E - -.L. - . ._ I ! - -- - -- - - INT. ST 6+77.127E A. 2 51 ...- - I - CALLOUT VALUE 13126+85.00 INLET 11 S=0.0102 A 30' IN RCP 126b.58 -- B 48" 1265 - S=0.0089 5=0.0089 1268.11 1265 C 14.98' ---- ELEV R 1266.93 O 1264.22 1265.18 0? 1265.53 00 0 _ -' + o L �z 0 =- - HYDRAULIC DAT ELEv s 12ss.ss ___ o + 00 +z N 1260 to HYDRAULIC DATA - +z N Q J N 126E -- - Q 100=-- 939 cfs N = Q loo= 1026 cfs N - I-- N Vloo= 21.0f s ~ a V100= 20.8fps a P a Z N Z Q HYDRAULIC DA a N W 10 W cn Q 100= 1026 cfs 247.34 LF 96" RCP (JACKING PIPE)* 1255 108 LF 10'X6' RCB* m 40' V 100= 23.8 fps 190E-D 1255 TRANSITION* TO BE MAINTAINED BY RCFC & WCD PROFILE Q 3RD ST. R/W RCB 66' TEMPORARY CONSTRUCTION EASEMENT PER INST. 30' 19' 34' NO. FUTURE STORM DRAIN BY PROP. RCFC&WCD SD EASEMENT RECORDED OTHERS/SEPARATE PLANS �� 17' 17' W z - ~ RCFC & WCD EASEMENT 16'X40' 0 I = = PER INST. N0. JACKING PIT co U • T () _ RECORDED vI N �I EX. FINISHED N13°39'48"E I z N o� o Q W30 SURFACE < M 16 PROFILE ON SHT. 1022 N o 18 ? 10'X6' RCB _ � ' S 15 0 3 10'X6' RCB 1 r ® ----� q 96" STORM DRAIN28 ' �!!/i SECTION AT STA 26+00 26 27 SCALE 1"=10' F- - 28 ! N47° 8'24" 10, 0 10' o 26+77.51 --- ---j - I--__ 29 =10+00.00 LAT. C 11 26+98.00 29 _ - - - - - - - - INTERSECTION- ANGLE POINT �- w 22 INFORMATIONAL NOTE o p CAUTION!! N Lo \ EX OVERHEAD LINES C, ALL X-SECTIONS TAKEN Z + EX. PP ^ � LOOKING DOWN STREAM N to m /W- - - OHL ___ JI-�� - - ... _. -----------0 PHL OHL HL--- + Q - T----T-- -T---T-- --T---T - -T- - T-- T T- T- -T cV o 7 W30- --fW30 ' W30 W30- F- d - -SS 15- / �� N _ _43°39°39'48"j/ - - - - - X- � v CD If) ' o 3R EET SS15{ � -- N � - -SS15 SS15- S 46+4 .94 L 3R ST. STA. i =63 .85 C L I P. HWY I-15 N I ¢P i J 20 '° ° 20 PLAN MS 170 r SCALE: 1"=20' CALTRANS PERMIT NO. 08-16-N-TN-0291 PROJECT N0. BENCH MARK DESIGNED BY: gvESS/ RIVERSIDE COUNTY FLOOD CONTROL o Don't Dig...Until You Coll U.S.A. Toll Free REVISIONS 4081E COUNTY CENTER DR., Qp OpA AND THIRD STREET a B.M.NO. EL-37-80 C. MORLOK • SUITE200 O T 3-0-00 1 75 U 1-800-227-2600 • �`� 0• "'M'ey r^ WATER CONSERVATION DISTRICT CHANNEL TEMECULA,CA 92591 ^ � rn r_ for the location A 1 1/2" ALUM. CAP IN 6" CONC. COLLAR, FROM PHONE:(951)676-8042 DRAWING No. N of hurled J. STOUFFER '� RECOMMENDED FOR APPROVAL BY: APPROVED BY: ro INTER. OF RIVERSIDE DR. AND LAKESHORE DR, SE 1.7 a "fluty lines. DATE DRAwN: N T E R N A T I O N A L MBAKERINTL.COM No. STAG 3-0210 Dorn disru t MI. TO THE INTER. OF MOHR ST. AND LAKESHORE DR; vltcl services. 40'* SW FROM ABOVE INTER; 16't SW OF PP C 04-2018 '�! gF1'1Y, �`>s STA 25+50 TO STA 29+50 SHEET N0. o #46330;1'f S OF SURVEY MARKER POST. C elf OF C AlYEO� DATE' DATE: 3 OF 13 ixo xwsatac DAYS SETM ro pc 1264.85 EL. REF. DESCRIPTION APPR. DATE J. TANNER JOHN D.TANNER III.RCE 60132 DATE: I lcl- 3 5e 30+00 31+00 32+00 33+00 LSECTION PROFILE SCALE CTOR HALL PROTECT IN LACE STORMADRAN SUNLESS OTHERWISEPNOTEpALL HORtzUTILITIES CROSSING OR PARALLELING THE VERT 1"1305 1305 — * - SEE NOTE 24 ON TITLE SHEET FOR CONCRETE _ - __ R/WC.c,ILar 1 : -�— � 3RD ST. R/W OF PROFILE INTENTIONALLY OMITTED COATING SPECIFICATIONS. — 30' 1 30' 12901 129E R W O�FIcctlo -- - 1290 STORM W 15'X24 ' a+ EXIST. SURFACE -- -- Z= I DRAIN ® STORM DRAIN - �-r EX. FINISHED I 16' J \ [RECEIVING PIT oZ __ { SURFACE �----� GUTTER _ ¢ 2 1285 _ _ 1285 ------ ----------------- - -��CURe \ / — _ _ — — < CTV G2 20 T I W8 SIDEWALK — F- — - , G2 _ O 24 - r U -i 128E i i T T T �w8 1280 26 W30 • • 96 RCP —...— .. - SS18 - - 1275 1270, 9 1269.4 127o.sa s=o.oloz - SECTION AT STA 33+00 127E I I S=o.0102 SCALE 1"=10' s=o.ol02 ( — 1272.2E 1270 --4 10' 0 10' o HYDRAULIC 'DATA ( o L0 HYDRAULIC ATA tv YDRAUL I C DATA � N Q,00- 939 cis - u7 1265 rn Q 100= 939 c s 4 Q 100= 939 ofs O V 100= 20.5 fps + V,OO= 20.8f s 700= fps �, �, - M 1265 INFORMATIONAL NOTE Q 178.78 LF 96" RCP (JACKING PIPE)* a 68 89 LF 96" RCP* 147.67 LF 96" RCP* — - Q ALL X-SECTIONS TAKEN 1900-D 850-D 850-D H LOOKING DOWN STREAM (n 1260 PROF I LE - 1260 NOTE: THIS AREA CURRENTLY INCLUDES A RESTAURANT, PARKING LOT AND Z DRIVEWAYS, WHICH WERE CONSTRUCTED RCFC & WCD EASEMENT l AFTER THE TOPO WAS FLOWN. 3 PER INST. No. 2 R Do O�pEI'o CONSTRUCTION EASEMENT PER o o CAUTION! !! CONSTRUCTION NOTES Q `+ '+�-EX. OVERHEAD - 0 INSTALL 96" RCP STORM DRAIN PIPE, D-LOAD PER PLAN. �Dn ES -RCFC & WCD EASEMENT L1J 11 CONSTRUCT MANHOLE NO. 2 PER RCFC&WCD STD. DWG. NO. MH252. INCLUDE A 6' X 6' X 6" THICK J 15'X24' 10 B PER INST. NO. Z CONCRETE PAD WITH #4 ® 12" O.C. E.W. REINFORCEMENT AROUND ALL MANHOLES LOCATED IN Q 1� RECORDED � f U RECEIVR PIT-V UNPAVED AREAS. Q 96" STORM DRAIN 28 'E Cow o — EX. CHAINLINK FENCE Jry 2 20 INTERFERING 8" WATER ABANDONED IN PLACE. CONFLICTING STRUCTURES AND PIPE TO BE REMOVED PROTECT IN PLACE X. PP( H AND DISPOSED BY CONTRACTOR. REFER TO EVMWD RELOCATION PLANS. _ 30—_ 40 Q ©4 INTERFERING TELEPHONE LINE ABANDONED IN PLACE BY UTILITY OWNER (FRONTIER). CONFLICTING —+---- 31'—' r 24 24 :2 STRUCTURES AND CONDUITS TO BE REMOVED AND DISPOSED BY CONTRACTOR. REFER TO FRONTIER -�+•- — _ A '� „c 1 —EX. SIDEWALK 42 20 RELOCATION PLANS, W EX. C&G 42 26 INTERFERING 30" WATER ABANDONED IN PLACE. CONFLICTING STRUCTURES AND PIPE TO BE REMOVED a AND DISPOSED BY CONTRACTOR. REFER TO EVMWD RELOCATION PLANS. E 32 ®INSTALL 96" RCP JACKING PIPE STORM DRAIN. D-LOAD PER PLAN. m 39 EX. PP-� - O 33 - — - 39 EXISTING POWER POLES TO BE PROTECTED IN PLACE. CONFLICTING GUY WIRES TO BE RELOCATED BY O + 41EX. PB—B 44 11 UTILITY OWNER (SCE). a 20 REET 96" STORM DRAIN 07 ®EXISTING STREET LIGHT TO BE RELOCATED BEHIND SIDEWALK (PER PLAN) BY CONTRACTOR. 4 EX. B.O. AND MET - N 4 BE _ N43°3 '48'E - - - - - 41 EXISTING ELECTRICAL PULL BOX TO BE PROTECTED IN PLACE. O RELOCAHD_ IQ - - 26 42 EXISTING STREET IMPROVEMENTS TO BE REMOVED AND REPLACED IN-KIND BY CONTRACTOR. N (_ Pull joints and concrete collar as required. ®REMOVE CONFLICTING TREE AND PROPERLY DISPOSE. Correct remaining modified angle Sta.31+97 M (MH No.02)to get back on original alignment. r 8 o R/W L rMn o CE CURVE DATA n, CURVE DATA �7A=06'26'39" A=10'25'15" m ry° R=90.00' R=90.00' N T=5.07' T=8.21' L=10.12' L=16.37. BC=STA. 31+18.65 BC=STA. 32+28.71 20 10 0 20 �6231879.677 PLAN PI =N2196278.079 PI SCALE: 1"=20' E 6231787.995 MS 170 3 CALTRANS PERMIT NO. 08-16-N-TN-0291 Don't Dig Until You Call U.S.A. Toll Free BENCH MARK DESIGNED BY: RIVERSIDE COUNTY FLOOD CONTROL PROJECT NO. i REVISIONS 4081E COUNTY CENTER DR., QpOFE55/p THIRDSTREET 1-800-227-2600 B.M.N0. EL-37-80 C. MORLOK SUITE 200 p ! AND • Q�' 0•T' ^p WATER CONSERVATION DISTRICT 3-0-00175 S for the loection R B: TEMECULA,CA 92591 CHANNEL A 1 1/2" ALUM. CAP IN 6" CONC. COLLAR, FROM y`" i &of buried J. STOLIFFER PHONE:(951)676A042 m DRAWING N0. y INTER. OF RIVERSIDE DR. AND LAKESHORE DR, SE 1.7 N T E R N A T I 0 N A L MBAKERINTL.COM v RECOMMENDED FOR APPROVAL BY: APPROVED BY: unlit 1'mes. „� a) P MI. TO THE INTER. OF MOHR ST. AND LAKESHORE DR; DATE DRAWN: ; HD.6o13z STAGE 2 3-02 1 0 Don't dlsru t ltol services. 40't SW FROM ABOVE INTER; 16'f SW OF PP Z 04-2018 F ---#46330;1't S OF SURVEY MARKER POST. CIIIN ��! STA 29+50 TO STA 33+50 SHEET No. o 1M0 WORKING DAYS BEFORE YOU DIG 1264.85 EL. JOHN D.TANNER III,RCE 60132 DATE: if OF CIIVX l DATE: DATE: j REF. DESCRIPTION APPR. DATE J. TANNER 4 OF 13 x 1� " 3(A 34+00 35+00 -- 36+00 37+00 +DO 35400 11 PROFILE SCALE HORIZ. 1"=20' — — — Exl — — _+ _VERY. 1"-5' 1290 - -- _ - --- — - �o 1290 v~ _ Z ST. -- _ — _ R/W 3RD R/W 30 30' s F- 1285 � -- ,i.-x �. I STORM -- \ (W12 aaveoT Q EX. FINISHED DRAIN RFI No.05 16' 1280 z e SURFACE 34+05.36 12 -_ _ T — 1280 2a INLET ss�t -- _ W8 G2 T T 78° RCP z _ 1275 12 2.ss r = s=o.o1 HYDRAULIC DATA 1275 W24 77.41 o r. 4 ro. 1275,75 96" RCP ME1L0 _ — C{DATA 281 r LF aa-RCP Pr D _ _ SS 15 1270 — m1 -._._. i TO BE Malslat. 9ce O1270 _o R ° �XHALL PROTECTIN PLACE ALL •— SEE NOTE 24 ON TTLE SHEET FOR CONCRETE1265 + Q - - SECTION AT STA 35+50 SING OR PARALLELING THE COATING SPECIFICATIONS. - - F..UNLESS OTHERWISE NOTED. + SCALE 1"=10' _ r 2ea-�E3 0'TOP - - U7 45.37 LF 96" RCP* AREA O.RRENTLr I{� 1265 ---- RESTALRANT,PARRIN9 I I.{ RS fP TOP i&80 BO�Aampowd pp" - -._ W IOU- 621 CfS _ 10' O 1O 850-D VEWAYS. WHIEH WERE O HYDRAULIC DATA AFTER THE TCPO wAS v 100= 22. 1 fPs 1 260 DEWALNQ E.Or[DvLn Q 100= 939 cts --E- CN@ 1 EX OVE-+EAD LINES EAUr10` - E. GAs LINE( 47.67 LF 84" RCP* - 1260 v x a60_D INFORMATIONAL NOTE 100 20.5 t s -I, _ - P „ - -I ys' STc 1255 ALL X-SECTIONS TAKEN _ - as - >s - LOOKING DOWN STREAM 1255 NOTE: CONTRACTOR SHALL PROTECT IN F - `b 12 - —- �—- - UTILITIES CROSSING OR PARALLELII - 3RD STREET CONSTRUCTION NOTES STORM DRAIN UNLESS OTHERWISE - i. - — ®INSTALL 84" RCP STORM DRAIN PIPE, D-LOAD PER PLAN. n na T_^ _- �T i. _ ©NOTE: THIS AREA CURRENTLY INSTALL 78" RCP STORM DRAIN PIPE, D-LOAD PER PLAN. " B `) ' " `' 0 L INSTALL 96" RCP STORM DRAIN PIPE, D-LOAD PER PLAN. LI •TOPrn DRAIN �0• Z INCLUDES A RESTAURANT, PARKING pis/stsARATE PLANS Z LOT AND DRIVEWAYS, WHICH WERE I I � �� 3 �qP Lk>S��N� Z 11 CONSTRUCT MANHOLE NO. 2 PER RCFC&WCD STD. DWG. NO. MH252. INCLUDE A 6' X 6' X 6" J CONSTRUCTED CTED AFTER TIE TOPO WAS a III 1 THICK CONCRETE PAD WITH #4 A 12" O.C. E.W. REINFORCEMENT AROUND ALL MANHOLES LOCATED = EX. SIDEWALK 42 I. I I 1�(�� UQ�``' �{Aex�"�I I J IN UNPAVED AREAS. L) X, C&G 42 9 / X "„ `� CAUTIONII U 12 CONSTRUCT MANHOLE NO. 4 PER RCFC&WCD STD. DWG. NO. MH254. INCLUDE A 6' X 6' X 6" Q Iw x EX. GAS LINE O F- THICK CONCRETE PAD WITH #4 0 12" O.C. E.W. REINFORCEMENT AROUND ALL MANHOLES LOCATED 24 CD R/W o �t3t 0 24 EX. IN UNPAVED AREAS. T' — `' GATE 18 CONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD STD. DWG. NO. I10 20 - — _ 5 — —T—— 2a T T 96" STORM DRAIN Q7 _ R/W 11 20 INTERFERING B" WATER ABANDONED IN PLACE. CONFLICTING STRUCTURES AND PIPE TO BE 34_ _ 35 36 — REMOVED AND DISPOSED BY CONTRACTOR. REFER TO EVMWD RELOCATION PLANS. o -r — — — ---�-- — 37 — 21 INTERFERING 12" WATER TO BE RELOCATED PER EVMWD RELOCATION PLANS, SPECIFICATIONS AND — - — — STANDARDS. 20 36 Qo 24 G2-SS15 — G2 G2 -G2 — 24 INTERFERING TELEPHONE LINE ABANDONED IN PLACE BY UTILITY OWNER FRONTIER). _ _ _ _ _ M oJ� 12 18 - G2 _ — - _ _ -SS15 _ - _ —SS1�-- - —_ CONFLICTING STRUCTURES AND CONDUITS TO BE REMOVED AND DISPOSED BY CONTRACTOR. REFER oo� , _t 3�2D STREET N43°46 Oe - - lip TO FRONTIER RELOCATION PLANS. o 2s a 84" STORM DRAIN s w o '2 W24 �W24 O 25 INTERFERING 6" GAS TO BE RELOCATED BY UTILITY OWNER (S0. CAL. GAS). C) rn+z n .,518-- 0 26 INTERFERING 30" WATER ABANDONED IN PLACE. CONFLICTING STRUCTURES AND PIPE TO BE Q 1� L W8— �- —Wg - REMOVED AND DISPOSED BY CONTRACTOR. REFER TO EVMWD RELOCATION PLANS. "'o�" 6� , T y p- _T __I-— —T— — —T— — —T—— —T—— T$ —T———T 36 INTERFERING 6" SEWER TO BE RELOCATED PER EVMWD RELOCATION PLANS, SPECIFICATIONS AND o 1 - - STANDARDS. N RAW � 0H� _ —RAW- — FUTURE STORM DRAIN MI -- — — 38 EXISTING 2" GAS TO BE PROTECTED IN PLACE. DO NOT EXPOSE. i5 3 o ®EXISTING STREET IMPROVEMENTS TO BE REMOVED AND REPLACED IN-KIND BY CONTRACTOR. t0 BY OTHERS/SEPARATE PLANS 0I _ + I I N I \ --- j LO 9 e Q �l Q MANHOLE N NO. 4 TABLE LAT. D I I STA. 34+12.07 0 CALLOUT VALUE A 30' B 78" C 18.71' D1 96" 20 SCALE: —'=o 10 PLAN EL DV. R 1273.55 8 scALE: 1"=20' ELEV. S 1273.51 w MS 170 Don't Di Until You Coll U.S.A. Toll Free BENCH MARK CALTRANS PERMIT NO. 08-16—N—TN-0291 g•• REVISIONS DESIGNED BY: 1-800-227-2600 B.M.NO. EL-37-80 C. MORLOK 40810 COUNTY CENTER DR., QQUFESS/pMSUITE 200A! RIVERSIDE COUNTY FLOOD CONTROL THIRD STREET PROJECT NO. i of the location A 1 1 2" ALUM. CAP IN 6" CONIC. COLLAR, FROM TEMECULA,CA92591 �� T of buried WQ �' �*. WATER CONSERVATION DISTRICT 3-0-00175 utility linse. INTER. OF RIVERSIDE DR. AND LAKESHORE DR, SE 1.7 J. STOUFFER PHONE:(951)676�042 i m CHANNEL � NTERNATIONAL MBAKERINTL.COM RECOMMENDED FOR APPROVAL BY: APPROVED BY: DRAWING NO. N MI. TO THE INTER. OF MOHR ST. AND LAKESHORE OR; DATE DRAWN: No. " STAGE 2 Don't disrupt m 3-0210 vital WWrviceW. 40't $W FROM ABOVE INTER; 16't SW OF PP 04-2018 {c —^ — ^—^—#46330;1't S OF SURVEY MARKER POST. f� cllt\� �� c TWO WOMING nA)s xEaRe You ao 1264.85 EL. REF. DESCRIPTION 'rf pf C AI DATE: DATE: STA 33+50 TO STA 37+50 SHEET N0. o APPR. DATE J. TANNER JOHN D. TANNER III,RCE 60132 DATE: 5 OF 13 x 111- 370 38+00 39+00 40+00 41+00 PROFILE SCALE NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL * - SEE NOTE 24 ON TITLE SHEET FOR CONCRETE _ HORIZ. 1" 20' UTILITIES CROSSING OR PARALLELING THE COATING SPECIFICATIONS. VERT. 1"=5' 1295 STORM DRAIN UNLESS OTHERWISE NOTED. 1295 ---- - - W i x .-F-i EX i S'f. SURFACE o — — Z -- — ® q STORM DRAIN =a J — -- Conflict-SCE Service R/W q 3RD ST. R/W 1290 _ — 0.20'into proposed SO Sta.39+74 =_ 1290. ►— - _ Conflict-SCE Service 30' 30' < — 0 50'into proposed SD Sta.38+10 q STORM 1285 _ — DRAIN — -- — — �EX.SURFACE ED �- � � � RAI i Back on plan grade Sta.39+77 1285 S 16' Y280. _ -_- 35 1280.4 S=0.0129 _ 24 T T 1280 i —_ _. — 1282.58 G2 T - -- -- — - - 1280 ws S=0.0167 - W24 1277.41 -- — Am 84" RCP 1275 -I --- _ - M - -- SS15 - 1275 +f _ On SECTION AT STA 40+00 M I UNAUL H I H ¢ ¢ SCALE 1"=10' 1270 _ 4100==621 - - - 6 1 1270 - 22. -- 10' O 10' V 100= 22.1 fps - -- Q -- a !- tn I - F_ 1265 — 227.67 L 84" RCP* — JI . - 1265 INFORMATIONAL NOTE 8 O-D I TO BE MATkAINE BY RCFC & WCD —_ ALL X-SECTIONS TAKEN 1260 — ' PROF _ LOOKING DOWN STREAM M_ 1260j z \� z CONSTRUCTION NOTES INSTALL 84" RCP STORM DRAIN PIPE, D-LOAD PER PLAN. _ EMI = 11 CONSTRUCT MANHOLE NO. 2 PER RCFC&WCD STD. DWG. NO. MH252. INCLUDE A 6' X 6' CAUTION!! 7.—CAUT (, X 6" THICK CONCRETE PAD WITH #4 ® 12" O.C. E.W. REINFORCEMENT AROUND ALL �- EX. OVERHEAD INES 43Q 43NE® t X. x 35 x MANHOLES LOCATED IN UNPAVED AREAS. \ AT 35 24 INTERFERING TELEPHONE LINE ABANDONED IN PLACE BY UTILITY OWNER (FRONTIER). GA E )/G CONFLICTING STRUCTURES AND CONDUITS TO BE REMOVED AND DISPOSED BY �R * CONTRACTOR. REFER TO FRONTIER RELOCATION PLANS. r—— r— — --T-- —T—— 4 T— — — —T M ——T-- _— TORM DRA ® M 35 PROTECT IN PLACE EXISTING TREE. CONTRACTOR TO INFORM ENGINEER IF TREE POSES T— —T — —T———T———T— —T ——T—_—T- 38 39 40 41 _ AN ISSUE FOR CONSTRUCTION. —T———r— Y — — _�T `- — I — T — 38 EXISTING 2" GAS TO BE PROTECTED IN PLACE. DO NOT EXPOSE. G2- - - -- � - - - - � — G2- — — — G2— — — — — -G2— — — — — G2- - — — — -G2 — — — — G2 — � 43 EXISTING WATER METER TO BE PROTECTED IN PLACE. CONTRACTOR TO NOTIFY it 24 24 24 ENGINEER OF ANY CONFLICTS. a - -- —SS15 -SS15- _ — _ SS 15— --SS15 N43°46'08"E _ 3RD ST R T o -W24— W24 — —W24 -W24— o r7 —. T— — — — —T—— TXs. =T—— v' T— — —T— —r�S—T— ——T—_—T——— —T—W8- —T—— —' � W8� -VH v -R/W 0 O EX. FH to O o + L r -------------- Q Q o 0 N D7 e0� ti U7 20 10 0 20 0 PLAN MS 170 SCALE: 1"=20' CALTRANS PERMIT NO. 08-16-N-TN-0291 BENCH MARK DESIGNED BY: Don't Dig Until You Call U.S.A. Toll Free B M.NO. EL-37-80 REVISIONS C. MORLOK 40810 COUNTY CENTERDR., pOFESS(p�` AND RIVERSIDE COUNTY FLOOD CONTROL PROJECT N0. / THIRD STREET 1-800-227-2600 BakerSUITE200 40 2 Tgtµ," 3-0-00175 a R TEMECULA,CA92591 ^� 0 fy r^: WATER CONSERVATION DISTRICT CHANNEL for the location A 1 1/2" ALUM. CAP IN 6" CONC. COLLAR, FROM y �' o of buried J. STOUFFER PHONE:(951)676-8042 n DRAWING NO. N utility lines. INTER. OF RIVERSIDE DR. AND LAKESHORE DR, SE 1.7 y N T E R N A T 1 0 N A L MBAKERINTL.COM RECOMMENDED FOR APPROVAL BY: APPROVED BY: STAGE 2 oo 1 MI. TO THE INTER. OF MOHR ST. AND LAKESHORE DR; DATE DRAWN: No.60132 3-02 1 0 Don't disrupt vital services. 40't SW FROM ABOVE INTER; 16't SW OF PP 04-2018 #46330;1't S OF SURVEY MARKER POST. s� �IY1` ��! STA 37+50 TO STA 41+50 SHEET N0. rwo warmNa own eEroge rou as 1264.85 EL. JOHN D.TANNER III,RCE 60132 DATE: �lF OF C ttv\E�Q DATE: DATE: i REF. DESCRIPTION APPR. DATE J. TANNER 6 OF 13 42+00 43+00 44+00 45+00 __ NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL * — SEE NOTE 24 ON TITLE SHEET FOR CONCRETE 1t PROFILE SCALE HORI2. 1"=20' UTILITIES CROSSING OR PARALLELING THE COATING SPECIFICATIONS. - o VERT. 1"=5' 1305 STORM DRAIN UNLESS OTHERWISE NOTED. t2A 1305 -- LLJ N -. OZ - Z IF 1300 f o a ® cn J RAW q 3RD ST. R/W + - EXIST. SURFACE ______.._-........-__._-- •__._. -_ ...- .N Z q STORM DRAIN _ _ —� 1300 30' I 30' x _ — — _ — g STORM 1295 — — HGL - DRAIN 1295 rEX. FINISHED - _ 1 SURFACE T 1290 _ _ .�-.—... - 1288.2 W8 T 62 _ 42+57 _ 1290 24 -46 - _ _ •_ _..- FUTURE-INLET 1287.83 — W� — — 42+57.76 18" RCP FUTURE INLET" S=0.0129 _ 1285 — R _ _ 1284._ 84 RCP + -- s-0.0129 — - — 1285 ss15 M. d - . 128o a 1282.Ss - - — HYDRAULIC DATA + + SECTION AT STA 42+25 �M _]oo=_ 621cfs - `t + 1280, SCALE 1"=10' a a HYDRAULIC DATA; = - --. — 0- a Q 100� 21 cf s 253.06 LF 78" RCP* f-_ 1275 - - 1050-D - 0 - — 1275 INFORMATIONAL NOTE 103.36 LF 84" RCP* -- - - _4TM4 U WQA67 LF1050- ALL X-SECTIONS TAKEN 800 D BE MATNTAINE -BY RCFC & WCD — - - LOOKING DOWN STREAM 1270 0 LE 1270 Uj = 42+54.36 J Q 24 =10+00.00 FUTURE LATS. U INTERSECTION 24rCAUTION1 I EX. GAS LINE 38 24 CONSTRUCTION NOTES 35 35 ® INSTALL 84" RCP STORM DRAIN PIPE, D-LOAD PER PLAN. INSTALL 78" RCP STORM DRAIN PIPE, D-LOAD PER PLAN. 84�STORM DRATN-Q4 78 STORM DRAIN© 11 CONSTRUCT MANHOLE NO. 2 PER RCFC&WCD STD. DWG. NO. MH252. INCLUDE A 6' X 6' X 6" o 42 43 44 45 THICK CONCRETE PAD WITH #4 0 12" O.C. E.W. REINFORCEMENT AROUND ALL MANHOLES — —r-- - — r-- 13Y'4W6 —T _ — I — oLOCATED IN UNPAVED AREAS. -G2— — -- — — — -G2— - _ _ CONSTRUCT MANHOLE NO. 4 PER RCFC&WCD STD. DWG. NO. MH254 WITH STUBS FOR FUTURE G2— - -G2- - - - STORM DRAIN CONNECTION: (1)-24" STUB (N) & (1)-18" STUB (S). INCLUDE A 6' X 6' X SS15= —15 SS15- � SS15 6" THICK CONCRETE PAD WITH #4 ® 12" O.C. E.W. REINFORCEMENT AROUND ALL MANHOLES�8" ( D STREET LOCATED IN UNPAVED AREAS. _ 24 INTERFERING TELEPHONE LINE ABANDONED IN PLACE BY UTILITY OWNER (FRONTIER). —W24 T W24- —- - —T— — —T— — —T——— —— — I W24 —W24 CONFLICTING STRUCTURES AND CONDUITS TO BE REMOVED AND DISPOSED BY CONTRACTOR. a _�- - -r---i_ o T —r —W8 T�— _ _ �— -W8_ _ REFER TO FRONTIER RELOCATION PLANS. CAUTION!! 35 PROTECT IN PLACE EXISTING TREE. CONTRACTOR TO INFORM ENGINEER IF TREE POSES AN EX. OVERHEAD LINES r ISSUE FOR CONSTRUCTION. w --x x x x x- 38 EXISTING 2" GAS TO BE PROTECTED IN PLACE. DO NOT EXPOSE. Ln + N Q /H- Q O V/ // 3 U MANHOLE NO. 4 TABLE MANHOLE NO. 4 TABLE FUTURE LATERAL FUTURE LATERAL o STA. 42+54.36 STA. 42+54.36 CALLOUT VALUE CALLOUT VALUE a A 45• A 45• o B 18" B 24" ffi C 8.27'X C 8.5T 20 l0 0 20 D1 78" D1 78" PLAN D2 84" D2 84" SCALE: 1"=20' ELEV. R 1286.86 ELEV. R 1286.78 MS 170 ELEV. S 1286.84 ELEV. S 12as.s1 CALTRANS PERMIT NO. 08-16—N—TN-0291 BENCH MARK PROJECT N0. Don't Dig Until You Call U.S.A. Toll Free DESIGNED BY: 4081000UNTYCENTERDR., Qp0 0, RIVERSIDE COUNTY FLOOD CONTROL o REVISIONS fE55/ 4e AND THIRD STREET o 1-800-227-2600 B.M.NO. EL-37-80 C. MORLOK �_ SUITE 200 for thecation A 1 1/2" ALUM. CAP IN 6" CONC. COLLAR, FROM R B ichael TEMECULA,CA92591 1Q�� 0'T fI WATER CONSERVATION DISTRICT 3-0-00175 ofINTER. OF RIVERSIDE DR. AND LAKESHORE DR, SE 1.7 J. STOUFFER PHONE:(951)676-8042 i CHANNEL INTERNATIONAL MBAKERINTLCOM DRAWING NO. No. RECOMMENDED FOR APPROVAL BY: APPROVED BY: 1MI. TO THE INTER. OF MOHR ST. AND LAKESHORE DR; DATE DRAWN: STAGE 2 3-0210 40't SW FROM ABOVE INTER; 16't SW OF PP 04-2018 i #46330;1't S OF SURVEY MARKER POST. fl'r cIY1� �� STA 41+50 TO STA 45+50 SHEET NO. TWO N oNG DAYS eEFQ2E YOU DIG 1264.85 EL. F OF CALVE DATE: DATE: a REF. DESCRIPTION APPR. DATE J. TANNER ,IOHN D. TANNER III,RCE 60132 DATE: 7 OF 13 ICI' 37Z- 46+00 47+00 48+00 PROFILE SCALE - NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL * - SEE NOTE 24 ON TITLE SHEET FOR CONCRETE _ - HORIz. 1"=20' UTILITIES CROSSING OR PARALLELING THE COATING SPECIFICATIONS. VERT. 1"=5' 10 STORM DRAIN UNLESS OTHERWISE NOTED. 12 1310 _ . o - R/W q 3RD ST. R/W 0 -_ - It Go 30, 30' )5 - EXIST. SURFACEo CL CAMBERN AVE. I -- - 1305 - 0 q STORM DRAIN - x - STORM EX. FINISHED I DRAIN _ - HGL SURFACE )0 - - - - - - - - - - - - - - - 1300 62 TIT � T - W8 291. -..._ 12950 - 12 47+71 63 W12 L129 W24 R _ • 78" RCP 78 R P)0 -- 0.o129 SS15 _ 15"`. EWE. 1290 -- _ — 1z91.o1 SS8 - SECTION AT STA 46+00 0 +o r� o o SCALE 1"=10' 35 ^ N < A I G DA A 1285 � 0100= 621cfs + = 100- -5010 5 10' 0 10' 12' SS SLEEVE Y = --- V = 20.3 f s — J U 100 Z5.8 fps 14.29 LF 78" RCP* 17.65 LF 78" RCP* 3O - 1050-D _ - 1050-0 _ - 1280 INFORMATIONAL NOTE TO BE MAINTAINED BY RCFC & WCD -' - ALL PROF 1 - LOOKING EDOWNNSTREAMN 1275 30' 30' / 8-I CONSTRUCTION NOTES X ©INSTALL 78" RCP STORM DRAIN PIPE, D-LOAD PER PLAN. Uj a 0 12 CONSTRUCT MANHOLE NO. 4 PER RCFC&WCD STD. DWG. NO. Ill INCLUDE A 6' X 6' X 6" THICK CONCRETE PAD WITH #4 �y w ® 12" O.C. E.W. REINFORCEMENT AROUND ALL MANHOLES LOCATED IN UNPAVED AREAS. / Qv " 0 0)EX. FH 3�¢ Of �x 18 CONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD STD. DWG. NO. M816. LLJ J Z N w @ INTERFERING 12" WATER TO BE RELOCATED PER EVMWD RELOCATION PLANS, SPECIFICATIONS AND STANDARDS. ZLi i A m N ®INTERFERING TELEPHONE LINE ABANDONED IN PLACE BY UTILITY OWNER (FRONTIER). CONFLICTING STRUCTURES AND J a w GO z d CAUTION!! CONDUITS TO BE REMOVED AND DISPOSED BY CONTRACTOR. REFER TO FRONTIER RELOCATION PLANS. = II CAUTION!! v N EX. OVERHEAD 35 PROTECT IN PLACE EXISTING TREE. CONTRACTOR TO INFORM ENGINEER IF TREE POSES AN ISSUE FOR CONSTRUCTION. F_ EX, GAS LINE® 24 Q 46+28.8445 EX. OVERHEAD LINES I C-j' p 35 38 EXISTING 2" GAS TO BE PROTECTED IN PLACE. DO NOT EXPOSE. R W C11 24 _ RAW 45 INSTALL 12" STEEL SLEEVE 78" STORM DRAIN© FUTURE STORM DRAIN N 21 78 STORM DRAIN! BY OTHERS/SEPARATE PLANS o V rn - G2- - - 12 SS15- 24 _ _ SS15 N43°46'08"E 47+65.99 - �� 3RD STREET =9+91.17 CAMBERN T. a CAUTION!! _W24 INTERSECTION _� W24 o w o EX. GAS LINE � o VERIFY IN FIELI3- --� - DEPTH OF'GAS ANDWB=- -_-_= r- -T- -T- - - - T- -r - r- - - - MAINTAIN MIN. 1' CLEAR �` 1t ❑HL R W FIHL- — ❑HL HL /n OHL a ,ti Ln ~ s +Lo \ ao of o 8 MANHOLE NO. 4 TABLE N CAMBERN ST. LATERAL b STA. 47+65.99 CALLOUT VALUE N /20 A 30'B 78' R C 16.78' D1 78"10 0 20 D2 78".22 o SCALE: 1"=20' PLAN ELEV. S 1291.12 MS 170 w a CALTRANS PERMIT NO. 08-16—N—TN-0291 Dig Until You Call U.S.A. Toll Free BENCH MARK REVISIONS DESIGNED BY: _ . 40810 COUNTY CENTER DR., QjtVESSrpy�! RIVERSIDE COUNTY FL000 CONTROL THIRD STREET PROJECT N0. o 1-800-227-2600 B.M.NO. EL-37-80 C. MORLOK SUITE200 aker TEMECULA,CA92591 Q�0 0 Thy r^ WATER CONSERVATION DISTRICT 3-0-00175 for the location I 1 1. O ALUM. CAP IN 6" CD NC. COLLAR, FROM �`" �,a+ CHANNEL of Burled PHONE:(951)676-8042 m DRAWING NO. utility lines, INTER. OF RIVERSIDE DR. AND LAKESHORE DR, SE 1.7 J. STOUFFER m RECOMMENDED FOR APPROVAL BY: APPROVED BY: N N T E R N A T 1 0 N A L MBAKERINTL.COM No.60132 Don't disrupt MI. TO THE INTER. OF MOHR ST. AND LAKESHORE DR; DATE DRAWN: — STAGE 2 a vital eeMces. 40'f SW FROM ABOVE INTER; 16'* SW OF PP 04-2018 4 3-021 0 a W46330;1't S OF SURVEY MARKER POST. STA 45+50 TO STA 48+00 SHEET No. o nw romorw oers acre[vau pc JOHN D. TANNER III,RCE 80132 DATE: f it t k�\F DATE: DATE: d 1264.85 EL. REF. DESCRIPT ON APPR. DATE J. TANNER 8 OF 1 3 x 10+00 11+00 12+00 13+00 14+00 _ ;OFILE SCALE NOTE: CONUTILITIES COR SHALL PROTECT IN PLACE OSSING OR PARALLELING THE ALL 13+00 1' FHCRRTZ. 1"50 1310 STORM DRAIN UNLESS OTHERWISE NOTED. - 1310 — - A - IrOE� STORM - - ,N7 . _ R/W q CAMBERN AVE. R/W 0)-W _— XIST. SUR AC 1305 Sri�— - D AI � 1305 30' 30' + + — vrn� _ - - - - - - - - _ STOR � RAINM I EX. FINISHED 1300 _..._...—... —. .— =---- 1300 8 SURFACE - 2'covera e - _ — — _ 1295 A STA. 10+38.446 - - - • —• '—'"� 1295 12 IN- T24"FRCP S=0.0100 — •. — — - 0 W 2 1291.22 _ 1"VV/S-Sta. 13+20 -1. — 78" RCP 1290 — TC-4.25'TOP SECTION AT STA 13+00 - Conflict with proposed 78"SD — 1290 SCALE 1"=10' II SS8 -- HYDRAULIC DA A - _ - 13+81 .04 - _ - 4,00= 1s - -- - (12 IN - - �-- 10' 0 10 - - { - -- ---- _ V too= 18. fPs - I 24 -- 1285 ` 1285 366.86 LF 78' RCP -- INFORMATIONAL NOTE — 1050-D - TO BEM INTAINED BY RC 4�4.59 V1?C ALL X-SECTIONS TAKEN 1280 _ -_.. --- LOOKING DOWN STREAM — -- — CONSTRUCTION NOTES - INSTALL 24" RCP STORM DRAIN PIPE, D-LOAD PER PLAN. 1275 — — 1275 (j)INSTALL 78" RCP STORM DRAIN PIPE, D-LOAD PER PLAN. 12 CONSTRUCT MANHOLE NO. 4 PER RCFC&WCD STD. DWG. NO. MH254. INCLUDE A 6' X 6' X 6" THICK CONCRETE PAD WITH #4 0 12" O.C. 30' E.W. REINFORCEMENT AROUND ALL MANHOLES LOCATED IN UNPAVED AREAS. 18 CONSTRUCT CONCRETE BULKHEAD PER RCFC&tWCD STD. DWG. NO. M816. 16' 19 CONSTRUCT CONCRETE DROP INLET/OUTLET CONTROL PER RCFC&WCD STD. DWG. NO. CB110 AS MODIFIED PER DETAIL ON SHEET 11. DO I CAUTION!! I _ 21 INTERFERING 12" WATER TO BE RELOCATED PER EVMWD RELOCATION F- x EX. OVERHEAD LINES PLANS, SPECIFICATIONS AND STANDARDS. Li n 9+91.17 23 EXISTING SIGN TO BE REMOVED AND RELOCATED BY CONTRACTOR. _ N 1 + cn t� -47 65.99 THIRD SD � - INTERFERING TELEPHONE LINE ABANDONED IN PLACE I � � INTERSECTION ® BY UTILITY OWNER w I �< (FRONTIER). CONFLICTING STRUCTURES AND CONDUITS TO BE REMOVED N _ EX. FH EX. POWER POL EX. FH EX. SIGN \ AND DISPOSED BY CONTRACTOR. REFER TO FRONTIER RELOCATION PLANS. fa RAW 35 PROTECT IN PLACE EXISTING TREE. CONTRACTOR TO INFORM ENGINEER I O H L FL ❑HL --OHL ❑HL DHL ❑HL ❑HL-- DHL ❑HL - OHL OHL- ❑HL DHL ❑HL ° HL TREE POSES AN ISSUE FOR CONSTRUCTION. 21 �-- 2 ———————————————————__ EX. POWER POLE d 46 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER RCFC&WCD STD. DWG. NO. w O� O 1?- - - �� - W 12 —W 12 W 1?may 1 PROFILE ON SHT. 10 —23 o JS229. CAUTION 47 CONSTRUCT INLET TYPE X PER RCFC&WCD STD. DWG. NO. CB108. o V) !! CAMBERN AVENUE 13+75.39 18 — — O 00 �-EX. OVERHEAD LINES =10+00:00 LAT. E DIRT RDA EDGE o_ r- _ q _ _ _ _ _ _ _ _ _ N46°18'33"W INTERSECTION 12 A q CURVE DATA 12 A=60'0 ' 1 0 L� 44 " N ---- - -- -4 _ T=13.01' e OD, 4 0 � 0 L=23.59' MANHOLE 10+38.44 78" STORM DRA I N© — m M I / BC=STA. 10+10.85 =10+00.00 AT. G -CAMBERN LATERAL �3p NO. 4 TABLE LAT. E s q INTERSECTI VUON!! - L — 019 :5"l PI =W STA. 13+75.39E OVERINES` ;o,,,, x x R/W x 1 CALLOUT VALUE Ex. x Ex. ©� 78" STORM DRAIN A 30' B B 24"4 GATE GATE I r 13°41'27"E n CL CURVE DATA C 11.94' o n PR L ON 10 1 1 [� 07 �' I T OF GRADING "' R=45.00'25" D2 78" I� c�'oo x TEMPORA Y CONSTRUCTION � g I NLE GRADING BY OTHERS EASEMEN ER INST. CHAINLINK NCE �' T=19.86' ELEV. R 1297.31 NO. EMOVE AND REPLACE + � �{ BC-37.4013+86.17 ELEV. S 1297.26 RECORDE� NTERFERING PORTION 1 - d PI =N 2197746.418 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH E 6232666.835 a CITY OF THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY o AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE 20 10 0 20 LADELSI1`IOI�E PLANS DREAM EXTREME,., BRADLEY FAGRELL, RCE No. 43920 DATE MS 170 � SCALE: CITY 1"=20' • CITY OFG LAKE RELSINORE CALTRANS PERMIT NO. 08-16-N-TN-0291 BENCH MARK DESIGNED BY: ~ Don't Dig Until You Coll U.S.A. Toll Free REVISIONS 4081000UNTYCENTERDR., QpOFE55/p RIVERSIDE COUNTY FLOOD CONTROL PROJECT N0. B.M.NO. EL-37-80 C. MORLOK . ! AND THIRD STREET s 1-B00-227-2600 TEMEC L �O T 3-0-00175 for the location TEMECULA,CA 92597 0• a^ WATER CONSERVATION DISTRICT i A 1 1/2" ALUM. CAP IN 6" CONC. COLLAR, FROM �`" �'; CHANNEL of burled J. STOUFFER PHONE:(951)676-BD42 DRAWING N0. N utility lines. INTER. OF RIVERSIDE DR. AND LAKESHORE DR, SE 1.7 � RECOMMENDED FOR APPROVAL BY: APPROVED BY: Y N T E R N A T 1 0 N A L MBAKERINTL.COM No.6D132 m m Don't disrupt MI. TO THE INTER. OF MOHR ST. AND LAKESHORE DR; DATE DRAWN: "' STAGE 2 3-0210 vltal serdcee. 40't SW FROM ABOVE INTER; 16't SW OF PP 04-2018 #46330;1'd: S OF SURVEY MARKER POST. sir /FiV 0�+�� CAMBERN LATERAL SHEET N0. a P Of CAVV�nro woaa"c o.rs aeraae rou oro 1264.85 EL. REF. DESCRIPTION APPR. DATE J. TANNER JOHN D.TANNER III,RCE 8 DATE: DATE: STA 9+91.17 TO STA 14+23.570132 DATE: 9 OF 13 � x 10+00 10+00 10+00 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE - STORM DRAIN UNLESS OTHERWISE NOTED. - - - - - -- _ — f - 0UJ - EXIS SURFACEN � ORM DRAIN w EXIST. SU FACE CE RAI ® SRRAIN o o� q STORM DRAIN 12 0 co 1270 12/5+ o N o PROPOSED SURFACE - - 1275o SURFA ® S ORM D ® � STORM RAIN 127E — — — — — — 1265 STA 10+20.51 5 - 1265 1270 — _- 1270 -Z INSET :. _... 1262.17 .._-...-..._. ._.. — _ S=0.0182 — -._..18 RCP..._..._. _ S=0.010E FUTURE SID - — - — - - — — 1262.46 1262.61 — - — —- — 1260 - 01 12,35Chi 12s7.09 - - HY RA LI DATA ro BE MAINTAINED 12ss.99 4 HYDRAULIC DATA -- — + 100- 9 Cf o _ r BY RCFC&WCD - o o Q too=, 87 cfs _ o _ YDRAU = V too= 1 1 .8 fps, -- - V too= �' I N -- a 5.17' o o Q too= 8 cfs - 10.00' 48" RCP t -- _-_ - T BEIMAI Q ¢ _V 100= 11. fps TO B MAINTAINED00 D V) -- -- BY RCFC& N BY RCFC&WCD -- - LAT . A I AT. -E AT . - SEE PLAN AND PROFILE SHEET 2 SEE PLAN AND PROFILE SHEET 2SEE PLAN AND PRO SHEET 3 10+00 — 10 00 Z .. CO- Ica -- � 47 w z- - .z J _ _ - -- ZZ W _-. - -.0 Jw E- _ OW __ -. HO_. - - a'OVt _. -__ - _. - - _ ..-. - O� -. - _ - ¢Jh- _ - OHw- EXI T rn +oz S ow EXIST. S o o ' - o� SURFACE o� ® � STORM DRAIN - - - �� - - --- - 12 5 - — - - 1285 "' 1305 - 130E 300 — — — — — 8Y OTHERS - HGL HGL - - - - 128E - _ — — — — 280 130E - 1295 0.0907 295 S=0.0100 FUTURE D 15 a n _ a - FUTURE SD 1297.38 -- -- 1295 1275 _. 275 N 129E 46 0 0 0 =0. 050 — — 1.311 rn LO Q = 15 cfs o -- - - + 100 + +1273.59 oo V = 4,7 fps o _ m too- + - a -�- - - -V1oo 11.5 ' 24" RCP 11.88' 24" RC -I 1250-D 1250-D 0 B MAINTAINED BY — TY E TO BE MAINT INED BY o -. - BE MA NTAINE AT . E — - LAT . HOR o BY RC C&WCD PROFILE SCALE LE - g r L I2. 1"=5' -AND-PROFILE SHEET__9_.- - VERT. 1"=5 N THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH °aa CITY OF THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY i AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE LADE LSINOIZE DREAM EXTPEMET. BRADLEY FAGRRLL, RCE No. 43920 DATECITY MS 170 3 CITY OF LAKE ELSINORE CALTRANS PERMIT NO. 08-16—N—TN-0291 1 Don't Dig Until You Call U.S.A. Toll Free BENCH MARK DESIGNED BY: r., ",* RIVERSIDE COUNTY FLOOD CONTROL THIRD STREET PROJECT NO. g REVISIONS 4081E COUNTY CENTER DR 1-800-227-2600 B.M.N0. EL-37-80 C. MORLOKMichael Baker SUITE100 AND 3-0-00175 for the location D TEMECULA,CA92591 WATER CONSERVATION DISTRICT CHANNEL A 1 1/2" ALUM. CAP IN 6" CONIC. COLLAR, FROM ( I sT DRAWING NO. of burled PHONE: 951 678.8042 STAGE 2INTER. OF RIVERSIDE DR. AND LAKESHORE DR, SE 1.7 J. STOUFFER RECOMMENDED FOR APPROVAL BY: APPROVED BY:utility lines. N T E R N A T I O N A L MBAKERINTL.COM va PMI. TO THE INTER. OF MOHR ST. AND LAKESHORE DR; DATE DRAWN: = 3-0210 Don't dieru tvital services. 40'tSW FROM ABOVE INTER; 16't SW OF PP 4-20#46330;1't S OF SURVEY MARKER POST. G �`! PLANNING ENGINEER CHIEF ENGINEER CONNECTOR PIPE PROFILESSHEET N0.M MOBBING DAYS BEFORE YOU DIG 1264.85 EL. JOHN D.TANNER III,RCE 60132 DATE: F DATE: DATE: REF. DESCRIPTION APPR. DATE J. TANNER 10 OF 13 19-375 10+00 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL PROFILE SCALE HORIZ. 1"=5' UTILITIES CROSSING OR PARALLELING THE VERT. 1"=5' STORM DRAIN UNLESS OTHERWISE NOTED. _ 31 1270 265 260 255 - _ 2 134--18" RC --- i 1500-D CONSTRUCTION NOTES 19 CONSTRUCT CONCRETE DROP INLET/OUTLET CONTROL PER RCFC&WCD STD. DWG. NO. CB110 AS MODIFIED PER DETAIL ON THIS SHEET. I I 1265.64--TW 29 CONSTRUCT PIPE CULVERT WING WALL PER CALTRANS STD DWG D86B AND DETAIL ON THIS SHEET. N 1264.64 FS�1�6 26 COMPLETE TRASH c°v 1262.64 TF 0\10' 31 CONSTRUCT MODIFIED INLET TYPE X PER RCFC&WCD STD. DWG. N0. CB108 WITH OPTIONAL OPENINGS RACK NOT OWN AND OPENING HEIGHT EQUAL TO 0.75'. _ 32 FOR CLARI TY INSTALL 1/4 TON RIP RAP, 2.7' THICK WITH 9" THICK FILTER BLANKET OF 3/4" ROCK OVER .126825 W SAND. USE MIRAFI 1100-N FOR FILTER BLANKET (OR APPROVED EQUAL). SEE DETAIL ON THIS SHEET. 1267.2 FIG CONSTRUCT TRASH RACK (INCLINED) PER APWA STD 361-2. 66.50 TF -- _LAT. B co n W ;PACE PROTECTION L1 `0 B (0 � 1ARS EVENLY 1268.25 TOP OF WINGWALL WCROSS OPENING 1266..43 TOP OF PIPE 6" MAX. ON EL. T1 rsG31r93 TD1 1262.61 FL :ENTER) x L1 17' 1268.25 TW EL. R r' F4 D1 1266.50FTF00 6 a A 3.5" A 17.11 #4 4 ® 2" \ N T ' 1267— I� T ^ 1265.64 TW 1 D1 T V 10.43' A -TI I A I \ ` 1262.64 SIDF TF� / 32 0 SIDEA W 3.58 -OPENING 29 DETAIL: CALTRANS D86B WINGWALL A R E SCALE: 1"=5' m o #4 ® 6" E.W. o 0 0 o Z SECTION A-A SECTION B-B B NORTH FACE N WING WALL DATA TABLE PLAN TYPE----F—L-1 W H I ELEV "a" FLARE ANG. 0 CALTRANS D86B 1 9.0' 6.75 5.7' 1265.64 1 33' 0 0 U 19DETAIL: RCFC&WCD CB110 MODIFIED B N.T.S. 9 N THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CITY O F THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE LADE LSIIYOI-Eo Zv DREAM EXTREMEr BRADLEY FAGRELL, RCE No. 43920 DATE w CITY ENGINEER MS 170 �-- BENCH MARK CITY OF LAKE ELSINORE CALTRANS PERMIT NO. 08-16—N—TN-0291 t Dig Until You Call U.S.A. 26oll Free REVISIONS DESIGNED BY: 40810 COUNTY CENTER DR., Qp liE55/p� RIVERSIDE COUNTY FLOOD CONTROL THIRD STREET PROJECT NO. o i-800-227-2600 B.M.NO. EL-37-80 for the location DC. MORLOK MichaelBaker SUITE 200 �� 1 '�! AND o A 1 1/2" ALUM. CAP IN 6" CONC. COLLAR, FROM TEMECULA,CA 92591 Q a' e9 WATER CONSERVATION DISTRICT 3-0-00 1 75 of buriedi cai tilitylinas. INTER. OF RIVERSIDE DR. AND LAKESHORE DR, SE 1.7 J. STOUFFER PHONE:(951)676.8042 i CHANNEL N T E R N A T I O N A L MBAKERINTL.COM T RECOMMENDED FOR APPROVAL BY: APPROVED BY: DRAWING NO. N MI. TO THE INTER. OF MOHR ST. AND LAKESHORE DR; DATE DRAWN: W No.60132 STAGE 2 Z D n't disrupt ;' 3-021 0 \al services. 40't SW FROM ABOVE INTER; 16't SW OF PP 04-2018 i� � � #46330;1't S OF SURVEY MARKER POST. C 'ft' ClY1� y�� PLANNING ENGINEER CHIEF ENGINEER SHEET N0.TN9 NgiKING DAYS BEFORE YOU DIC 1264.85 EL. REF. DESCRIPTION if Of C AI�E�Q DATE DAB; DETAILS o APPR. DATE J. TANNER JOHN D.TANNER III,RCE 60132 DATE; 11 OF 13 m x FG T2 SPAN "S" (MAX) p SPAN "S" (MAX) TZ EXISTING RCB CAST-IN-PLACE REINF. CONCRETE DOUBLE PROPOSED PRECAST CONCRETE PROTECT IN PLACE BOX CULVERT PER CALTRANS STD. PLAN D81 10'X6' SINGLE BOX CULVERT - ---- TYPE 1 TYPE 2 TYPE 3 PER CALTRANS STD. PLAN D83A I; ! 0 14'(S)X6'(H) N 12'(S)X6'(H) 8'(S)X6'(H) M z AND D83B z DOUBLE BOX CULVERT DOUBLE BOX CULVERT O DOUBLE BOX CULVERT m o _ z PER CALTRANS D81 PER CALTRANS D81 d PER CALTRANS D81 v F6 n X 1 cD� N 3 4 TYP to Mz LP INV 13 N w n N N N a Cr ELEV PE LP INV aCO zz 13 13 OG 1, ROOF SLAB _ _ _ > ELEVATION = ELEV ROOF SLAB a `a EXISTING RIP RAP F- — aZ— L—EV1268.43 w \ SLOPE SLOPE E TO BE REMOVED ~ �r O z ELEV 1267.5 — — — — — w 1 - 1261.8E LP 1262.13 LP 1262.43 LP BEG END S S S H T1 T2 T3 L-� INV ELEV INV ELEV INV ELEV RCB STATION STATION (MIN) (MAX) (MAX) (MAX) (MAX) (MAX) (MAX) P 1261.5E LP TYPE 1 22+46.40 22+80.22 10'-10-Y4" 14'-0" 14'(S) X 6'(H)DOUBLE BOX CULVERT PER CALTRANS D81 EXISTING WINGWALLS INV ELEV AND FOOTINGS TO BE TYPE 2 22+80.22 23+14.04 7'-9%" 10'-103j4" 12'(S) X 6'(H)DOUBLE BOX CULVERT PER CALTRANS D81 DEMOLISHED AND REMOVED TYPE 3 23+14.04 23+47.83 4'-8" 71-9%" 8'(S) X 6'(H)DOUBLE BOX CULVERT PER CALTRANS D81 TRANSITION STRUCTURE - ELEVATION NOTE: CONCRETE DIMENSIONS AND REINFORCING SHALL BE FOR A MAXIMUM EARTH COVER OF 10' AS SHOWN IN CALTRANS STANDARD PLANS D81, D82, D83A AND D83B. SCALE: 1"=10' TRANSITION STRUCTURE ORIGINAL TYPICAL SECTION eo GRADE NO SCALE VARIES - VARIES EXISTING 1Ir 1 CHANNEL 'r EXISTING RCB CAST-IN-PLACE REINF. CONCRETE DOUBLE PROPOSED PRECAST �� PROTECT IN PLACE BOX CULVERT PER CALTRANS STD. PLAN D81 - CONCRETE 10'X6' 1� 1 TYPE 1 TYPE:2 TYPE 3 SINGLE BOX CULVERT PROPOSED JUNCTION IPER CALTRANS STD. 1 1 STRUCTURE PER " ' --EXISTING WINGWALLS ,AND PLAN D83A AND D83B SHEET-2-_ / FOOTING TO BE OEMOLISHED AND_REMOVED, (TYP BOTH 7y SIDES) �2'-0" (MIN) 3 4 CONTRACTOR TO __-- SCHEDULE �Typ 13 13 2'-0" INSPECTION BY PROJECT STRUCTURE EXCAVATION TYP 1 CONSTRUCTION EXCAVATION _ 23+00 - - - __- C- _� - - 2'-0" o 90% RELATIVE COMPACTION FILL FINISHED ------ ------------- TYP GRADE 95% RELATIVE COMPACTION ----- (VARIES) STRUCTURE BACKFILL PER ------ ---'----"-- 13 � � � SECTRONS19T3A2CD SPEC NOM 1. ALL EARTHWORK SHALL COMPLY z PROPOSED JUNCTION - - o - z - ---- < WITH THE GEOTECHNICAL STRUCTURE PER N p 00 OF REQUIREMENTS PER PROJECT N SHEET 2 EXISTING RIP RAP a ~� 1� \ 1 GEOTECHNICAL INVESTIGATION 00 to z - __TO�AE_REMOV€D r-+i r�+i 1 y11, 1 REPORT. 1-- 04 N N 01 x ,I, WATERPROOF MEMBRANE, C-4 1-- 2. SHORED CONSTRUCTION SHALL z SELECT POLY-KOTE OR d a a o ONLY BE USED AFTER PROPOSED <CDt- r �z i ' EQUAL ALONG ENTIRE V N w ". = BACK FACE OF WALL METHOD AND SPECIFICATIONS ARE (0 m_ c BELOW GRADE REVIEWED AND APPROVED BY THE � - - - -- - - - - GEOTECHNICAL ENGINEER �2' 0" (MIN) EXISTING FENCE CONTRACTOR TO SCHEDULE 3. DIMENSIONS SHOWN ARE MINIMUM. TO BE REMOVED INSPECTION BY PROJECT 2'-0" ALL GEOTECHNICAL ENGINEER TYP U TRANSITION STRUCTURE o TRANSITION STRUCTURE - PLAN EXCAVATION & BACKFILL SCALE: 1"=10' NO SCALE N MS 170 CALTRANS PERMIT NO. 08-16—N—TN-0291 Don't Dig Until BENCH MARK DESIGNED BY:You Call U.S.A. Toll Free REVISIONS a08tO COUNTY CENTER DR., RIVERSIDE COUNTY FLOOD CONTROL PROJECT N0, i B.M.NO. EL-37-80 G. PHAN ! °"° S"�+�, AND THIRD STREET 3-0-00175 1-800-227-2600 . . SUITE 200 40 ! a for the location D AWN BY: TEMECULA,CA92591 `� �' WATER CONSERVATION DISTRICT i A 1 1/2" ALUM. CAP IN 6" CONC. COLLAR, FROM . CHANNEL of corlte G. PHAN PHONE:(951(6768042 DRAWING N0. ry utility tine:. INTER. OF RIVERSIDE DR. AND LAKESHORE DR, SE 1.7 RECOMMENDED FOR APPROVAL BY: APPROVED BY: STAGE Z MI. TO THE INTER. OF MOHR ST. AND LAKESHORE DR; DATE DRAWN: I N T E R N A T I O N A L MBAKERINII_.COM `��' p.1 3379 .e Don't disrupt * Dm.12/3t/1DID ,� 3-0210 veol csrrlce:. 40't SW FROM ABOVE INTER; 16't SW OF PP 07-2017 #46330;1't S OF SURVEY MARKER POST. CHECKED BY.- r � OIMI\. t\� PLANNING ENGINEER CHIEF ENGINEER TRANSITION STRUCTURE PLAN, SHEET NO. -- -•.. OZ ItS/2O1� ♦F OF CAUL®a DATE: DATE: a ixo nananc oevs evpne rpu ac 1264 85 EL. REF. DESCRIPTION APPR. DATE C. STELEA CIPR N sTELEA P.E..RCE 73379 DATE: ELEVATION AND TYPICAL CAL SECTION 12 OF 13 s TOP OF EXISTING 2'-6" RCB I (TYP) EXISTING RCB PROPOSED TRANSITION STRUCTURE REINFORCING 2" CLR. TRANSV DOWEL JOINT 2 - - - - --- INTERIOR EXISTING AND DOWELS ROOF SLAB CONST JOINT 13 RCB WALL/INVERT INTERIOR NEW RCB PER SECTION LOCATION DRILL AND EPDXY GROUT -- -- FACE WALL/INVERT FACE// _ TRANSVERSE 4 0 12" IN 8" DEEP HOLES, NEW RCB TOP �� 2" CLR CONSTRUCTION JOINT CENTERED IN WALLS (BEYOND). SLAB AND WALLS 1 CLR LOCATION DRILL AND EPDXY GROUT LAP TWY-- #4 0 12" IN 8" DEEP HOLES, _ o SPLICE TRANSV CENTERED IN BOTTOM w INSIDE FACE MT JOINT INVERT ELEVATION LAP 1 1 2 AND TOP SLAB e o SPLICE LOI TION INSIDE FACE -- ---- NEW RCB INVERT w OF RCB SPL LICE OF RCB 13 SLAB (TYP) 2'-6" PLAN VIEW ROUGHEN TO Y4" AMPLITUDE . EXISTING RCB 1 NEW TRANSITION #4 ® 12" DRILLED & EPDXY DOWELS STRUCTURE W/8" MIN EMBEDMENT NEW TRANSITION STRUCTURE TO PLAN/SECTION VIEW NEW ROOF/INVERT SLAB TO � DOWEL CONNECTION DETAIL 3 NEW WALL TO NEW WALL 4 EXISTING RCEr CONNECTION DETAIL C SCALE 2 NEW ROOF/INVERT SLAB CONNECTION DETAIL NO SCALE CONNECTION DETAIL NO SCALE NO SCALE TYP INTERIOR NOTE WALL REINF 1. FOR ALL OTHER DETAILS NOT SHOWN REFER TO RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT STANDARD DRAWING BX401. RCB • LAP SCHEDULE • STIRRUPS f c = 4,500 psi AND TIES Fy = 60,000 psi p BAR TOP OTHER SIZE BARS BARS #3 2'-7" 2'-0" #4 3'-8" 2'-9" #4 U 0 12" VERTICALLY #5 4'-6" 3'-6" TRANSITION STRUCTURE 90' HOOK #6 5'-4" 4'-1" #7 7'-7" 5'-10" BULLNOSE DETAIL 6 N NO SCALE D #8 8'-8" 6'-8" #9 9'-10" 7'-6" #10 11'-0" 8'-6" 180' HOOK #11 12'-2" 9'-4" __1�)_ BEND SCHEDULE 4d BAR SIZES D #3 THRU #8 6d #9 THRU #11 8d d = DIAMETER OF REINF. BAR REINFORCEMENT DETAILS - NO SCALE MS 170 CALTRANS PERMIT NO. 08-16-N-TN-0291 BENCH MARK DESIGNED BY: Don't Dig..:Until You Call U.S.A. Toll Free RIVERSIDE COUNTY FLOOD CONTROL PROJECT N0. REVISIONS 4061E COUNTY CENTER DR., Qp®FESS/a�. THIRD STREET 1-800-227-2600 B.M.N0. EL-37-80 DR PHAN �� SUITE200 �r,0 klb/ 'elf AND 3-0-00175 for the location DRAWN BY: TEMECULA,CA92591 '� � � / WATER CONSERVATION DISTRICT A 1 1/2" ALUM. CAP IN 6" CONC. COLLAR, FROM CHANNEL or nur;ea G. PHAN PHONE:(961)676A042 DRAWING N0. otluty II'es. INTER. OF RIVERSIDE DR. AND LAKESHORE DR, SE i.7 INTERNATIONAL MBAKERINTL.COM t�.7337p �+ RECOMMENDED FOR APPROVAL BY: APPROVED BY: STAGE Z Dort dhropt MI. TO THE INTER. OF MOHR ST. AND LAKESHORE DR; DATE DRAWN: # o�.t2/3t/snte * 3-0210 dtal :"rY;oa:. 40't SW FROM ABOVE INTER; 16't SW OF PP 07-2017 �(]`(�l��y�� #46330; 1't S OF SURVEY MARKER POST. CHECKED BY: ��U� `� A��S1Z��8 J't•/tf, �l YI�EO��N' PLANNING ENGINEER CHIEF ENGINEER TRANSITION STRUCTURE SHEET NO. 1MO MORKINC GAYS BFSOItE YW DIG 1264.85 EL. REF. DESCRIPTION APPR. DATE C. STELEA CIPRI STELEA P.E.,RCE 73379 DATE: �f CAU DATE: DATE: TYPICAL DETAILS 13 of 13 111 - 371' ELSINORE VALLEY MUNICIPAL WATER DISTRICT THIRD STREET WATER RELOCATION GENERAL NOTES GENERAL NOTES(CONT.) 1. ALL WORK SHALL CONFORM TO THE ELSINORE VALLEY MUNICIPAL WATER DISTRICT 26. NO WATER METER BOXES SHALL BE INSTALLED IN DRIVEWAYS OR SIDEWALKS. METER SHEET INDEX (EVMWD) DESIGN AND CONSTRUCTION STANDARDS FOR WATER, RECYCLED WATER AND BOXES SHALL BE SET AT HIGH GRADE TO ELIMINATE WATER RUNOFF. INSTALL REDUCED SANITARY SEWER FACILITIES. PRESSURE PRINCIPLE OR BACK FLOW DEVICE AFTER IRRIGATION METER. INSTALL A SHEET NO. OESCRIPTION 2. CONSTRUCTION MATERIALS TESTING AND INSPECTION SHALL COMPLY WITH STANDARDS AND PRESSURE REGULATOR ON HOMES OR BUSINESS IF THE PRESSURE IS OVER 80 PSI.A SPECIFICATIONS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE GOVERNING PRESSURE REGULATOR SHALL BE INSTALLED PRIOR TO ENTERING THE HOUSE/BUILDING 1 TITLE SHEET, GENERAL NOTES, SHEET INDEX AGENCY,THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN PLUMBING. 2 LOCATION MAP, LEGEND AND ABBREVIATIONS BOOK AND THE AMY OF SOCIETY FOR TESTING AND MATERIALS USTM) STANDARDS. 27. ANY CHANGE U FLOW DIRECTION (BENDS, TEES, FIRE HYDRANTS, ETC.) SHALL UTILIZE 3 PROP DW 30" STATION 10+00.00 TO 13+68.35; FAILURE TO MEET ANY OF THE ABOVE REQUIREMENTS SHALL BE CAUSE FOR REJECTION. RESTRAINED DUCTILE IRON PIPE AND FITTINGS, IN LIEU OF THRUST BLOCKS. 3. THE CONTRACTOR SHALL NOTIFY EVMWD (5) FIVE WORKING DAYS PRIOR TO BEGINNING 28.AIR VALVES SHALL BE INSTALLED AT HIGH POINTS AND BLOWOFFS AT ALL LOW POINTS PROP DW 12"-16" STATION 10+00.00 TO 10+81.97 WORK (951) 674-3146. ON THE LINE AS PER EVMWD STANDARD DRAWINGS W-16, W-17,AND W-19. SAN LINO COUNTY 4 PROP DW 12" STATION 11+15.25 TO 11+62.86; 4. DEPTH AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHALL BE DETERMINED BY 29.PRIOR TO FINAL PAVING ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN 60 THE CONTRACTOR BY POTHOLING AND A FIELD SURVEY OF ELEVATIONS AND SHALL BE PLACE,TESTED AND ACCEPTED. PROP SS 6" STATION 10+00.00 TO 10+$1,75 GIVEN TO THE INSPECTOR PRIOR TO TRENCHING.THE CONTRACTOR SHALL ALSO CONTACT J CALIl�4 62 5 CONNECTION DETAILS -L__-____ _ _ -- UNDERGROUND SERVICE ALERT(811) PRIOR TO ANY EXCAVATION WORK. 30.PRIOR TO THE CONSTRUCTION OF ANY BACKFLOW PROTECTION DEVICE,THE CONTRACTOR R/LER31 SHALL NOTIFY THE DISTRICT BACKFLOW ASSEMBLY INSPECTOR 24 HOURS PRIOR TO THE [1®PT 5. ALL CONSTRUCTION AND OPERATIONS BY THE CONTRACTOR SHALL BE IN ACCORDANCE CONSTRUCTION OF ASSEMBLY. THE DISTRICT BACKFLOW INSPECTOR SHALL PROVIDE FINAL 60 0 wr SPRINGS WITH CAL-OSHA REQUIREMENTS. INSPECTION,TESTING AND ACCEPTANCE PRIOR TO TURNING ON THE WATER SUPPLY. VALLEY AIIEWA VT 6. THE CONTRACTOR SHALL KEEP A COMPLETE RECORD OF ALL CONSTRUCTION CHANGES 31.SURVEY STAKING FOR WATER PIPELINES IS AT 50-FOOT INTERVALS PLUS ALL 91 AND SHALL MAKE INFORMATION AVAILABLE TO THE INSPECTOR FOR PREPARATION OF "AS APPURTENANCES, HORIZONTAL ALIGNMENT CHANGES AND VERTICAL ALIGNMENT CHANGES. n1 G>0i10W LAKE BUILT"DRAWINGS.THE `AS BUILT"DRAWINGS SHALL BE SUBMITTED TO EVMWD FOR 32.ALL WATER VALVES IN UNPAVED AREAS SHALL BE SURROUNDED BY AN ASPHALT PAD PEAPIS REVIEW PRIOR TO FINAL REVIEW AND ACCEPTANCE OF THE PROJECT. INSTALLED IN ACCORDANCE WITH EVMWD STANDARD DRAWING W-27. A VALVE MARKER 7. WHERE THE WATER MAIN AND SEWER CROSS STORM DRAINS, OTHER PIPELINES, SHALL BE INSTALLED IN UNPAVED AREAS IN ACCORDANCE WITH EVMWD STANDARD \'s OTHERS SPA M TELEPHONE AND ELECTRIC DUCTS, OR SIMILAR INSTALLATIONS,A MINIMUM OF 12 INCHES DRAWING W-28. AVS OF VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE MAIN OR SEWER AND OTHER 33.ALL FACILITIES LOCATED DOWNSTREAM OF THE WATER METER AND FIRE DETECTOR CHECK IS `WIN INSTALLATIONS UNLESS OTHERWISE DIRECTED BY EVMWD PERSONNEL. METER ARE PRIVATE AND ARE TO BE MAINTAINED BY THE OWNER. 141, 8. SEPARATION OF SEWER AND WATER LINES MUST COMPLY WITH EVMWD STANDARD PLANS 34.ALL SURVEY CUT SHEETS MUST BE GNEN TO THE INSPECTOR. 74 74 79 S-3 OR W-2 AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE STATE OF L 74 T m CALIFORNIA, DEPARTMENT OF PUBLIC HEALTH TITLE 22, CHAPTER 16,ARTICLE 4, SECTION 35. SURPLUS AND ALL MATERIAL REMOVED WHICH IS NOT SUITABLE FOR USE IN THIS EZSI LAfwi 64572. PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED 9. CONNECTIONS TO EXISTING EVMWD SEWER OR WATER LINES SHALL BE IN ACCORDANCE OF AWAY FROM THE JOBSITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL 79 SIR Ill Et do EVMWD STANDARD AWI WITH STANDARD EVMWD PROCEDURES AND SHALL NOT BE MADE UNLESS EVMWD COGNIZANT AGENCIES. AE39MIR INSPECTOR IS PRESENT. 36.POTHOLES WERE PERFORMED ON MAJOR UTILITY CROSSINGS. REFER TO SPECIFICATION /� t�uE 74 FOR POTHOLE REPORT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ELSIAnaE W-3 WATER PIPE BEDDING AND TRENCH BACKFILL 10. UNLESS WAIVED BY EVMWD AN INSULATED COPPER SOLID CORE 10 GAGE TRACER WIRE ., /� LOT W-7 FIRE HYDRANT ASSEMBLY/BLOWOFF ASSEMBLY DETERMINE THE EXACT LOCATION CL ALL SERVICE CONNECTIONS. THE CONTRACTOR SHALL �SKt,PER 74 W-13 VALVE WELL AND RISER DETAIL SHALL BE PLACED WITH EACH MAIN TO ASSIST WITH FUTURE LOCATION. WARNING TAPE MAKE ITS OWN INVESTIGATIONS, INCLUDING EXPLORATORY EXCAVATIONS, TO DETERMINE % W-15 VALVE SUPPORT AND ANCHOR BLOCKING DETAIL SHALL BE PLACED AT(EAST 6"ABOVE MAIN &LATERALS, BUT NOT DEEPER THAN 24" THE LOCATIONS AND TYPE OF SERVICE CONNECTIONS, PRIOR TO COMMENCING WORK BELOW THE EXISTING FINISHED GRADE. WHICH COULD RESULT IN DAMAGE TO SUCH UTILITIES. THE CONTRACTOR SHALL ( k�IET A11?A W-16B 2" AUTOMATIC COMBINATION AIR/VAC INSTALLATIONS 11. THE LENGTH OF OPEN TRENCH AT ANY ONE TIME SHALL BE LIMITED TO 600 FEET ALONG IMMEDIATELY NOTIFY THE DISTRICT IN WRITING OF ANY UTILITY DISCOVERED IN A I VAIL W-17 4" AND 6" COMPACT COMBINATION AIR/VAC INSTALLATIONS ROAD RIGHT-OF-WAY UNLESS OTHERWISE AGREED TO IN WRITING BY EVMWD. TRENCH DIFFERENT IS ENT POSITION THAN SHOWN ON THE PLAN OR WHICH IS NOT SHOWN ON THE i-------" �LATE W-31 PRIVATE WATER WELL CAP DETAIL SHALL BE BACKFILLED AND COMPACTED AT THE CONCLUSION OF EACH DAY. OPEN n3EOAA 79 - W-32 CUTTING AND PLUGGING WATERMAINS TRENCH LIMITS ARE SUBJECT TO CITY REQUIREMENTS. 37.CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLANS AND IMPLEMENTATION AS REQUIRED S-15 LATERAL CONNECTION TO EX SEWER MAIN 12. SURFACE IMPROVEMENTS DAMAGED OR REMOVED AS A RESULT OF THE CONTRACTOR'S BY THE GOVERNING AGENCY FOR ENCROACHMENT PERMIT(S). TRAFFIC CONTROL SHALL ____-_____�;YVRSIUE Po._____ __ -- OPERATIONS SHALL BE RECONSTRUCTED BY THE CONTRACTOR TO THE LOCAL GOVERNING INCLUDE AT A MINIMUM THE FOLLOWING LIMITS: SW OI7;6b CD. AGENCY'S REQUIREMENTS AT THE CONTRACTOR'S EXPENSE. DEXTER AVE FROM CENTRAL AVENUE TO 2ND STREET 13. ALL REVISIONS TO THESE DRAWINGS MUST BE APPROVED BY EVMWD ENGINEERING 3RD STREET FROM CONRAD AVENUE TO DEXTER AVENUE MANAGER. CAMBERN AVENUE FROM CENTRAL AVENUE TO THOMAS WAY 14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TIE OUT ANY EXISTING STREET MONUMENTATION EITHER VISIBLE OR BURIED, PRIOR TO CONSTRUCTION. 15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ANY STREET MONUMENTATION IN PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED, THE CONTRACTOR WILL BE REQUIRED TO CONTRACT WITH A REGISTERED LAND SURVEYOR FOR THE RE-ESTABLISHMENT AND MAPPING OF THE DESTROYED MONUMENT AT THE CONTRACTOR'S EXPENSE. 11 16. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND I PIPES OR STRUCTURES PAVING NOTES VICINITY MAP J SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF OF THE AVAILABLE RECORDS. TO THE BEST OF EVMWD KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN - NOT TO SCALE WATER RIGHTS STATEMENT ADMAN CODE 3903E ON THESE PLANS.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON 1. SAWCUT EXISTING ASPHALT TO NEAT CLEAN EDGE FOR PIPE TRENCHING. RECORD OR NOT SHOWN ON THESE PLANS OR MARKED ON THE GROUND BY 2. REPLACE AND REPAIR ROADWAY PAVEMENT PER CITY OF LAKE ELSINORE DETAIL 602B. AS A CONDITION OF SERVICE, THE APPLICANT SHALL EXECUTE NOTARIZED GRANT 0- UNDERGROUND SERVICE ALERT. 3. MINIMUM ACCEPTABLE PAVEMENT REPAIR SHALL EXTEND FROM PAVEMENT EDGE TO ROAD DEED CONVEYING TO THE DISTRICT ALL RIGHTS TO WATER, INCLUDING SURFACE AND N CENTERLINE. JOINTS ARE ACCEPTABLE ALONG THE ROAD CENTERLINE ONLY AND NOT GROUNDWATER RIGHTS OVER, UPON AND UNDER THE PROPERTY AND WHICH ARE N 17. E SHALL M THE REST FROM AL OF THE CONTRACTOR TO APPLY FOR ANY NECESSARY PERMITTED WITHIN THE DRIVING LANE. APPURTENANT THERETO OR ARE OTHERWISE ASSOCIATED WITH THE PROPERTY. THE ENCROACHMENT PERMIT FROM ALL GOVERNING AGENCIES. 4. PIPE BEDDING AND TRENCH BACKFILL SHALL BE PER EVMWD STANDARD DETAIL W-3. DISTRICT SHALL PROVIDE THE APPLICANT WITH A GRANT DEED SHALL BE COMPLETED m 18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAMP A 2"HIGH"S","W"OR 5. CONTRACTOR SHALL COORDINATE FINAL PAVEMENT REPAIR WITH THE THIRD STREET STORM NOTICE TO CONTRACTORS RACTORS AND RETURNED TO THE DISTRICT, AND SHALL BE RECORDED WITH THE COUNTY N"IW ON THE CURB FACE FOR ALL SEWER,WATER,AND IRRIGATION LATERALS AT THE DRAIN STAGE 2 IMPROVEMENTS. FINAL PAVEMENT REPAIRS SHALL BE PERFORMED AFTER THE EXISTENCE AND LOCATION OF ANY UNDERGROUN UTILITY PIPES, CONDUITS OR INDIVIDUAL PROPERTY OWNER DEVELOPING ONE SINGLE-FAMILY D UTI RECORDER'S OFFICE. AN a LOCATION WHERE THE LATERAL PASSES BENEATH THE CURB.A"V"SHALL 8E STAMPED ON COMPLETION OF ALL WORK. STRUCTURES SHOWN ON THESEDE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RESIDENCE WILL EXEMPT FROM THE REQUIREMENT OF CONVEYING THE PROPERTY THE CURB FACE AT ALL VALVES. RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES WATER RIGHTS. (M-1951, M-4926, M-4995) 19. PROTECT PIPE,JOINTS, LINING AND COATING,AND BED PIPE CAREFULLY TO PROVIDE EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE AGAINST FLOTATION AT ALL TIMES. a CONTINUOUS BEARING A UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR S.. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROCESS. STRUCTURES NOT SHOWN ON THESE PLANS. BENCHMARK _ 20.PIPE JOINTS SHALL NOT BE DEFLECTED GREATER THAN 80%OF THE MAXIMUM ANGLE NOTIFICATIONS CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE B.M.N0. EL-37-80 a RECOMMENDED BY THE PIPE MANUFACTURER. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF A 1 1/2" ALUM. CAP IN 6" CONC. COLLAR, FROM INTER. OF 21.PIPE TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH EVMWD STANDARD DRAWING W-3 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS PROPERTY; THAT THIS RIVERSIDE DR. AND LAKESHORE DR, SE 1.7 MI. TO THE INTER. OF NDTE: THE CONTRACTOR SHALL TO S THE FOLLOWING UTILITIES OR AGENCIES MOHR ST. AND LAKESHORE DR; 40't SW FROM ABOVE INTER; 16'+ SW a FOR WATER AND S-IA FOR SEWER. AFULL-TIME SOILS TECHNICIAN MUSE BE ONSITE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT�LIMITED TO NORMAL WORKING OF PP H46330;1'+ S OF SURVEY MARKER POST. DURING BACKFILLING AND COMPACTION. FORTY-EIGHT (48) HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION. HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE LOCAL 22. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE MAIN UNLESS ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-951-674-3146 GOVERNMENT AGENCIES, THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL 1264.85 EL. o OTHERWISE INDICATED ON THE PLANS AND ACCEPTED BY EVMWD. MATERIALS FOR - LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON CITY OF ELSINORE 1-951-677-7751 BASIS OF BEARINGS {�1 LATERALS SHALL MEET EVMWD SPECIFICATIONS. THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF o VERIZON (TELEPHONE) 811 THE OWNER OR ENGINEER.23.MINIMUM COVER FOR ALL WATER MAINS LESS THAN 12 INCHES IN DIAMETER SHALL BE SOUTH CALIFORNIA GAS COMPANY 811 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA FE3.ET. FEET. WATER MAINS 12 INCHES AND GREATER SHALL HAVE A MINIMUM COVER OF 4 COORDINATE SYSTEM, ZONE VI, NAD83 (EPOCH 2O11.00) AS 3 1 FEET. MAXIMUM COVER FOR WATER MAINS SHALL BE 8 FEET, UNLESS ACCEPTED BY THE SOUTHERN CALIFORNIA EDISON COMPANY 811 J EVMWD ENGINEERING MANAGER. UNDERGROUND SERVICE ALERT (U.S.A.) 811 DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS OPERATING oN0 2 24.WHEREVER VALVES ARE BE INSTALLED, THE INVERT SLOPE THE MAIN SHALL NOT AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORNIA a EXCEED SIX PERCENT.VALVES VES SHALL BE LOCATED SO THAT THEE REFERENCE STATIONS (CORS) PPBF AND P477 BEING N 9-17-54.PERCENT. RE WILL BE A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE TOP OF THE VALVE AND THE BOTTOM OF THE SPATIAL REFERENCE CENTER (CSRC) AND/OR NATIONAL GEODETIC > VALVE BOX COVER AT STREET SECTIONS. SURVEY (NGS), RESPECTIVELY. p -T 25. THE MINIMUM CLEARANCE BETWEEN FIRE HYDRANTS AND UTILITY POLES, LIGHT STANDARDS 1 AND SIGN POSTS SHALL BE 3 FEET. 3 Underground - PRESSURE ZONE: 1601 TEST PRESSURE: 215 psi o APPROVAL BY RIVERSIDE PREPARED UNDER THE PLAN PREPARED IiY: DESIGNED: WATER/SEWER APPROVED BY: Ir 0 1. Service Alert COUNTY FIRE DEPARTMENT WARNING SUPERVISION OF: a Q0.0FESS(pH'` JD AA DATE. ELSINORE VALLEY MUNICIPAL WATER DISTRICT 0 ' 0 1/�2 11 M. '.!//LHN'/YICLyJL�.G� I SHEET v�ar DRAW ASSISTANT GENERAL MANAGER DATE RD STREET WATER RELOCATION WO 204:6ii 03 IF THIS BAR DOES No.86417NOT - -� TITLE TLE SHEET 1 INTERNATIONAL CAE:l/ellt THE MEASURE 1" / {c .} !� THEN DRAWING IS O' ^'1 !/17 IP ,� 40810 COUNTY CENTELLDRNE,SUITE 200 DEPA ENT APPROVALS OF 5 SHEETS a J. r clvlV �� TEMECULA,CA9MI CHECKED: GENERAL NOTES, SHEET INDEX # TWO WORKING DAYS FIRE MARSHAL DILitLl9_ NOT TO SCALE. RCE NO.6647 DATE �rf OF CMLYF�Q PHONE:(951)676MU MBAKERINR.COM --MIL- - EE NC. a BEFORE YW DIG REV. ±DATEBY DESCRIPTION APPR. DATE ENGINEERI ATER UPERINTENDENT WASTEWATER SUIT. W.O.Dc W.O.1 P.Z. FOR: � I SHE 3(DV1 I , SHE 4(SS a (,601 PZ a ^" BFV 12" DIP (1601 ZONE) (1601Pz) (1so1Pz) m 24" BFV 1601Pz 12" DIP (1601 ZONE): 6" PVC SEWER THIRD 3T — — — - - 11601Pz( ) 24" DIP (1601 ZONE) " 30" DIP (1601 ZONE) 16" DIP (1601 ZONE) (1601PZ) I 8" DIP (1601 ZONE SHE 4 f I LOCATION MAP SCALE: 1"=100' CONSTRUCTION NOTES 21 CONTRACTOR TO REMOVE EXISTING HYDRANT AND RETURN TO LEGEND OWNER. INSTALL BLIND FLG SIMILAR TO EVMWD STD. W-31. O WITH POLYETHYLENE WRAP INSTALL 30- DIP IANDNE (RES RAAINEDRJO NYTS AS D W 3 ©CUT AND PLUG EX DW LINE PER EVMWD STD. W-32. CURB AND GUTTER -- ABBREVIATIONS SHOWN ON PLAN. 23 INSTALL 12" FLG x PE WITH TRANSITION COUPLING PER STORM DRAIN —SD ^_ 'NFTALL 16" DSP WATEPo_INE (CL-350) PER EVMWD STD W-3 EVWWD STDS (RESTRAINED). -""�"-""-'""-""`" ABD ABANDONED WITH POLYETHYLEE ORAP AND RESTRAINED JOINTS AS DOMESTIC WATER —DW- ACP ASBESTOS CONCRETE PIPE 2tJ4 fNSiNL� --RUST 3L,;Uk. SHOWN ON PLAN. .- AV/AR AIR VACUUM/AIR RELEASE ASSEMBLY Q3 INSTALL 12" DIP WATERLINE (CL-350) PER EVMWD STD W-3 QCUT-IN-TEE PER EVMWD STD. W-34. SANITARY SEWER --"— ,AWW�� neE=.: WITH POLYETHYLENE WRAP AND RESTRAINED JOINTS AS ©INSTALL 8" BLIND FLANGE. FIBER OPTICS —FO— BO BLOWOFF ASSEMBLY SHOWN ON PLAN. BOP BOTTOM OF PIPE ®INSTALL 8" DIP WATERLINE (CL-350) PER EVMWD STD W-3 27 INSTALL 30"x12" FLG DIP TEE. TELEPHONE —T— BFV BUTTERFLY VALVE WITH POLYETHYLENE WRAP AND RESTRAINED JOINTS AS Q INSTALL 12"x8" FLG DIP REDUCER. ELECTRIC/TELEPHONE OVERHEAD —EOH--- CTS CATHODIC TEST STATION CTV CABLE TV SHOWN ON PLAN. 29INSTALL 24" DIP WATERLINE (CL-250) PER EVMWD STD W-3 UNDERGROUND ELECTRIC —E— CM_&C CEMENT MORTAR LINED AND COATED (5)INSTALL 6" FIRE HYDRANT /BLOWOFF ASSEMBLY PER EVMWD WITH POLYETHYLENE WRAP AND RESTRAINED JOINTS AS STD. W-7. SHOWN ON PLAN. GAS G— DIP DUCTILE I IRON PIPE ©INSTALL 6" AV/AR VALVE PER EVMWD STD, W-17. 30 INSTALL 8"x8" FLG DIP TEE. COMMUNICATION —COM— OW DOMESTIC WATER Q INSTALL 4" AV/AR VALVE PER EVMWD STD. W-17. 31 INSTALL 8" BLIND FLG. UNDERGROUND TELEPHONE ---UGT— EXEC ELECTRICAL ®INSTALL 30" FLG DIP BUTTERFLY VALVE PER EVMWD STD. INSTALL 8" FLG DIP REDUCER. MANHOLE v FO FIBER OPTIC W-13&W-15. 33 INSTALL 4" OR 6' FLG x PE WITH TRANSITION COUPLING FH FIRE HYDRANT (9)INSTALL 24" FLG DIP BUTTERFLY VALVE PER EVMWD STD. PER EVMWD STD. W-34. FIRE HYDRANT ASSEMBLY ---- ------ GVG FLANGE GATE VALVE W-13&W-15. 34 INSTALL 8" FLG DIP RESILIENT SEAT GATE VALVE PER * GB GRADE BREAK 10 INSTALL 16" FLG DIP BUTTERFLY VALVE PER EVMWD STD. EVMWD STD. W-13&W-15. BLOW-OFF ------ ! ---- HIGH DEF CPLG HIGH DEFLECTION COUPLING W-13&W-15. 36 INSTALL 24%12" FLG DIP TEE WITH FLG x MECHANICAL INV INVERT 11 INSTALL 12" FLG DIP RESILIENT SEAT GATE VALVE PER JOINT ADAPTER PER EVMWD STD. W-34. AIR-VACUUM VALVE ------ ------ LT LEFT EVMWD STD. W-13&W-15. 3QINSTALL 24" TRANSITION COUPLING PER EVWWD STD. W-34. VALVE (� ® - OHE OVERHEADmi AL JOINT ELECTRICAL 12 INSTALL 24" FLG DIP CROSS. ®INSTALL 8" END CAP. PE POLYETHYLENE 13 INSTALL 30"x24"FLG DIP INCREASER. 39 -._...__r 1..-__.__ PR PAVEMENT REPAIR a SEAL MAIN AND ADD THRUST BLOCKS PER EVMWD STD. W-32 REDUCER �— PROP PROPOSED 14 INSTALL 24%16"FLG DIP INCREASER. CONDITION C. N __ _ RSGV RESILIENT SEAT GATE VALVE 15 INSTALL 24"x 1 SERVICE 2"FLG DIP INCREASER. �-- (�''`�-- ��-- RT RIGHT 16 INSTALL 30" FLG DIP 45° BEND. S SEWER °D POWER POLE • S= SLOPE 17 INSTALL 24" FLG DIP 45° BEND. PP SA SLOPE ANCHOR 18 INSTALL 12" FLG DIP 45° BEND. FOUND SURVEY MONUMENT SURVEY MD. ST STREET 19 INSTALL 16" BLIND FLANGE (DATA PER PLAN SHEET) TBL THERUST BLOCK 20 REMOVE AND DISPOSE OF EXISTING WATER LINE. BACKFILL PAVEMENT EDGE TEL TELEPHONE ¢ �� > AND COMPACT RESISTING TRENCH TO "UPPER ZONE" TOP TOP OF PIPE UGE UNDERGROUND ELECRIC REQUIREMENTS OF EVMWD STD. W-3. BUSHES, TREES, GROUND COVER 3 SEWER CONSTRUCTION NOTES 3 Q1 INSTALL 6" PVC SEWER C9O0 CLASS 150 (DR 25). o 02 REMOVE AND DISPOSE OF EXISTING SEWER LINE. N 0 3 CONNECT SEWER LATERAL TO EX SEWER MAIN PER EVWWD 3 STD. S-15. - a I ®INSTALL 4" SEWER CLEANOUT PER EVMWD STD. S-12 S-13. m a i 0 i PRESSURE ZONE: 1601 TEST PRESSURE: 215 psi o arground APPROVAL BY RIVERSIDE PREPARED UNDER THE PLAN PREPARED eY: DES R/ DESIGNED: WATER/SEWER APPROVED BY: �¢ 'ice Alert COUNTY FIRE DEPARTMENT WARNING SUPERVISION OF: o QQ,OFE55lp,W�� JD/IA DATE: ELSINORE VALLEY MUNICIPAL WATER DISTRICT ;'. SHEETmm" IF THIS BAR DOES 86417 DRAWN: MS ASSISTANT GENERAL MANAGER DATE RD STREET WATER RELOCATION WO 2016-046 a No. �� j� NOT MEASURE 1" 1 91 T E R N A T I O N A L DATE: LOCATION MAP, LEGEND AND ¢�' THEN DRAWING IS "^' �'"�81h�h1 v' 4061000UNTYCENTERORIVE,SUITE200 DEPARTMENT APPROVALS IRKING DAYS - --RD, /12L�iR NOT TO SCALE. MICHAEL J.BOECK DATE l�jf. OIY1V�oQa? PHONETEMECD(951J67LA,CA 268042M6AKERINTLCOM 591 CHECKED: DAB: ABBREVIATIONS Fl�N SHEETS a#O E YOU DIG REV. DATE BY DESCRIPTION APPR. DATE FIftE MARSHAL Dare RICE NO.66417 pF CALF i ENGINEERING WATER SUPERINTENDENT WASTEWATER SUPT. W.O.Pc I W.O.f I P.Z. FOR: So 3 x 30" DIP CL350 24" DIP CL350 T2"-DIP CL350 16" DIP CL350 PROFILE SCALE - - RESTRAIN ALL JOINTS - RESTRAI ALL JOINTS I RESTRAIN ALL JOINTS RESTRAIN ALL JOINTS HORIZ. 1" = 40' VERT. 1" = 4: E I I N N A }__._. N EX. GRADE AT a -I N - NCD N PIPE ¢ s t- x x rn Lei EX. GRADE AT I x w w - �o x PIPE Pp I H z I � I .; per . g-`0.0050 s 0.0084 12M- S 0.0032 o m z ' m > r coZ¢ I. n c�ro- rn<>�v1m ^ Kn> o?0� CD> > Ij p Z. O Z p-.. > Q mW (mjm> MM o z u com> �_ Con ol:_am� I - W W Q Z -. NNE N(r OD +� ON Od,^ II NN �NZ.'O j I ow, NO10 17N l Z Nx ,O� n e x n m m n �a x m, p p n 1 0 m co 0 0 +. n v �n + n o> o> i o� m>. m> 'n=��. mx,® N.c. ....., m ninN maw g 5=0.0020 z n N N- 18' SEWER .-d- -v ._- - z n '•^ z < m acorn ..�_. .__. .. o..�im v ON m z �Z +n >+rT ON1 I OVIN OInN 4 !- NNN n N <`1[]�w hmz nD-O x d� z > v� > `� n..rnzv1� z v-� a v0 to >a z z_ n o�1N aowax { w°�" a - �. 'n Z_pK gyp- a�p +>..O <� Ompw Nmp NL N v n e N - <O� MzV'Y NzaO O 2 f7 +> +• na, +. n N f+VN.h Wm In 2.�m� e N m'0 bNN_ CNN. a25 2_5 10 11 12 13 i 1 & zy ys oxf 10 11 WATER CONSTRUCTION is INSTALL 24"06" FLG DIP INCREASER. 2v� 2y"OzP SlcebG NOTES 15 INSTALL 24"x12" FLG DIP INCREASER. DEXTER AVE op \ l 6`Zy°'0=p THIRD STREET 0INSTALL 30" DIP WATERLINE (CL-350) PER 16 INSTALL 30" FLG DIP 45° BEND. EX 4"/6" DW EVMWD STD W-3 WITH POLYETHYLENE WRAP AND 17 INSTALL 24" FLG DIP 45' BEND. 7'pif/ _ppnp 1 " I RESTRAINED JOINTS AS SHOWN ON PLAN. 18 INSTALL 12' FLG DIP 45° BEND. �' L CONTRACTOR TO VERIFY O EX ABA TO 'zp S.,Dz '•-+ REMOVE FH01 ZWE I CUT k PLUG EX..8" DW O2 INSTALL 16" DIP WATERLINE (CL-350) PER 10 REMOVE AND DISPOSE OINSTALL 16" BLIND F EXISTING WATER + ABAt�ON EX 6" SS ` ` 21 I �, SEE DETAIL 3 EVMWD STD W-3 WITH POLYETHYLENE WRAP AND EX 8" DW LINE, BACKFILL AND COMPACT RESULTING CONNECT TO EX. ABANDON IN PLACE i .l4"OrP E-r.,a•}.n ABANDON 8" DW I ON SHEET 5 RESTRAINED JOINTS AS SHOWN ON PLAN. j0"0' DIP DETAIL 1 TO BE REMOVED PER 4�� . S - IN PLACE FROM ��L�EP�Q TRENCH TO "UPPER ZONE" REQUIREMENTS OF SO)ET PROP 6" SS oZY�D2 P EX FH TO EX TEE P " �/ Q3 INSTALL 12" DIP WATERLINE (CL-350) PER EVMWD STD. W-3. SEE SHEET 4 + 1601 ZONE EVMWD STD W-3 WITH POLYETHYLENE WRAP AND 21 CONTRACTOR TO REMOVE EXISTING HYDRANT r-- TEL EX TEL OR 96" SD C CT TO EX I 10+81.97 SEPARATE PLANS 2 " DIP SEE DETAIL 2 - - .- - -R/ " -_ '.R/W_ 19 RESTRAINED JOINTS AS SHOWN ON PLAN. AND RETURN TO OWNER. INSTALL BLIND FLG EX TEL �o SHEET 5 5 W SIMILAR TO EVMWD STD. W-31. 30 u _ -. "- -R/W - - y - - -- ru -- EX GAS` - - _..._0-- O INSTALL PERRE HYDRANT EVMWD STD. W-BLOWOFF ©2 7. W 32AND PLUG EX DW LINE PER EVMWD STD. { u 2 _ ---- --- -- - _ © INSTALL 6" AV/AR VALVE PER EVMWD STD. 29 INSTALL 24" DIP WATERLINE (CL-250) PER n' W-17. EVMWD STD W-3 WITH POLYETHYLENE WRAP AND N �" R .> - 11 'PZ _+-: W.. '•� ---�'b rn_ RESTRAINED JOINTS AS SHOWN ON PLAN. R BIIA�M _ 3 5 EX 12"DW 10 11 IX O7 INSTALL 4" AV/AR VALVE PER EVMWD STD. m Aee SX GAS 6 �I lEX 8" DW - -. -. - e' .._ _ _ CONTRACTOR TO VERIFY - J F1o� c-" L' •_ _ -i`- 4 - '� _ ---EX TEL - / 9O INS ALL 24" FLG DIP BUTTERFLY VALVE PER <ov 10+14.6216 - - _ - - -Q EVMWD STD. W-13&W-15. m 9 -R/W- - - - I. - - ^. - - - -R/ - K/W _.= 10 INSTALL 16" FLG DIP BUTTERFLY VALVE PER EX TEL 12+52 25 13+62.64 17 - _ REMOVE EX DIP EVMWD STD W 13&W 15 Q 10+04.171fi 13+50.85 .. CT..TO EX z i6 PROP 30" DIP 17 1C2W0 FR STA 10+00.00 11 INSTALL 12" FLG DIP RESILIENT SEAT GATE 12+58.61 12 DIP WITH Sk. a 16 I 12" FLG 0 TO STA 10+81.00 VALVE PER EVMWD STD. W-13&W-15. 1601 ZONE 8 12+70.18 5 12 INSTALL 24" FLG DIP CROSS. i �A '[¢ , .5' RIGHT ON SEE DETAIL 4 10+81.97 0 9C 1,6 PtEX 8" OW 12+77.26 I �5 I 28 RIGHT 1O3 INSTALL 30"x24" FLG DIP INCREASER. } 9 ETA L 1 2.5' RIGHT PROP 24" DIP 7 a EE bNI T 5 9 10 11 .13+15.35 I I 1601 ZONE 28 16? DW 3 z4 FLG CROSS - � - LINE/CURVE DATA TABLE SEWER 12 13 14 (2) 24" FLG BEV (W, ) I 1810 Q0. 10+41.49 ® BEARING/DELTA RADIUS LENGTH TANGENT NOTE 3 3 P �e• PROTECT-IN-PLACE 15 30"X24" FLG R 24 FLG CROSS 1 N43 39 46 E 4.17 30 DIP WATER n 24"X12" FLG �. II FUTURE 78" SD e w - I (2) 24" FLG BFV (W,E) 24"XIS".FLG - ESTIMATED SLOPE 0.005 �+F I" I 2 N85 40'47 E - 10.46 -- 30 DIP WATER o0 L12 I ys I 30"X24" FLG REDUCER 3 N43°39'48 E - 237.63 - 30" DIP WATER I / 12" FLG RSGV (N) I� i I ,3ao'�P I I 24"X12" FLG REDUCER ` 4 N88 39'48 E - 6.36 - 30" DIP WATER o o 16" FLG BFV (S) I III I FxK�,n \ 3 22 FLG16" FLG REDUCER �. 5 N43"39'48 E - 56.73 - 30" DIP WATER 1 " FLG RSGV (N) In I 1 6" FLG BFV (S) - 24' DIP WATER - r"N j oz)o 7 N88 39'48"E - 11.9 - 24 DIP WATER oti 30' DEXTER AVE E c S� 6"S/o 4*_--,& THIRD STREEY 8 N43°39 48 E - fi.11' -- 24" DIP WATER pZP Remevad - © Moved y,b WeS-f 9 N88 21'S9"E - 7.DO -- 12" DIP WATER N 40 20 0 40 80 120 Pc/' E- / / To a.vo.d F.d.6c.1 10 N46 13.46 W - 34.49- 12" DIP WATER m c k� A.'p S' 40 20 0 40 80 120 11 N46°12.40"W 40.48' 16" DIP WATER C1en2c-/e2 S�eevC 6�'�P yS�B<nC� - 3 SCALE: 1"=40' SCALE: 1"=40' PRESSURE ZONE: 1601 TEST PRESSURE: 215 psi p p Underground APPROVAL BY RIVERSIDE PREPARED UNDER THE PLAN PREPARED BY: DESIGNED: -0- WATER/SEWER APPROVED BY: Kai � Service Alert COUNTY FIRE DEPARTMENT WARNING SUPERVISION OF: o Q0.0FES5/pp�` JD/A DAIE. 112111 ELNNORE VALLEY MUNICIPAL WATER DISTRICT SHEET �n S 0 1/2 1 �Q`r +�El J.��F fs N O a DRAM: STREET WATER RELOCATION WO 201"46 � 1 IF THIS BAR DOES No.ss417 '" 'DAA 1L' ASSISTANT GENERAL MANAGER DATE 3 INTERNATIONAL °A � a NOT MEASURE 1" I � '� 40810 COUNTY CENTER DRIVE,SUITE200 DEPARTMENT APPROVALS PROP 30" DW STA 10+00.00-13+68.35 THEN DRAWING IS '"`^^'"-^'� �I��j si CIY1� s�� TEMECULA.CA%591 CHECKED: - PROP 12"-16" DW STA 10+00.00-10+81.97J. OF 5 SHEETS TWO WORKING DAYS FIRE MARS L DAtE NOT TO SCALE. RCE N0. 6680EGK DATE off OF CAl\�� PHONE:(951)s7&8042 MBAKERINTL.COM mod@-DATE: a L -IBEFORE YOU DIG REV. DATE BY DESCRIPTION APPR. DATE ENGINEERING WATER SUPERINTENDENT WASTEWATER SUPT. WO.Pc W.O.I P.z. FOR: ��-7jg� = 12" DIP CL350 PROFILE SCALE ( RESTRAIN ALL JOINTS 6" C900 PVC CLASS 150 (DR 25) HORIZ. 1" = 40' I EX. GRADE AT VERT. 4'1" = PIPE d w^ ww m`v {..._ ......._ -.._- w A�p� _.._ _.._.. __.. _..._... rr2 ..:.1 a o w EX. GRADE AT PIPE t � I ' N Z II ._ __.....---129Q--. ._._. ..._._. ..._ ±cO1+i min-it''1_ ;;..`?ma._!o CD ....->z NNNf� f ' S=0.0020 15" SEWER - I z BOP 1287.57 I. I mZ mOQ Do >p¢ mp�U' Z - pb�' MZ .. 1 +aryl +, 1280 I i CmY> Z Z^> O 0 r 1 i f� 1 { I 10 1113, ti ca 12 13 10 11 12 A � all V `i 5lceue 4�Ne z''SI 1.' THIRD STREET I I 11+2s.87 I ^ y WATER CONSTRUCTION NOTES 18 11+20.90 i{ //y_ •I�µ„}�• / �{•� I I (3)INSTALL 12" DIP WATERLINE (CL 350) PER EVMWD STD W-3 WITH POLYETHYLENE 18 11+1s.25 - �,•9 VAC-9 P g1 Z'2.p WRAP AND RESTRAINED JOINTS AS SHOWN ON PLAN. �•-900� 2 Q A (S INSTALL 6" FIRE HYDRANT / BLOWOFF ASSEMBLY PER EVMWD STD. W-7. 11 p , 1.2� f 11 INSTALL 12" FLG DIP RESILIENT SEAT GATE VALVE PER EVMWD STD. W-13&W-15. 12" DIP WITH 12" FLG RSGV $9°a ly" 1 A G�`)ao 18 INSTALL 12" FLG DIP 45" BEND. SEE SHEET 5 H5 10 1z� �� EX 18" SS ©0 REMOVE AND DISPOSE OF EXISTING WATER LINE. BACKF ILL AND COMPACT RESULTING W _ _ _R/W G'9a0 LLrl 12.E jjX.30' TRENCH TO "UPPER ZONE" REQUIREMENTS OF EVMWD STD. W-3.Q11+12.50 — "' - EX GAS ©5 CUT-IN-TEE PER EVWWD STD. W-34, 23 RIGHT •_._M _.EL I\\ a ILI - , - � SEWER CONSTRUCTION NOTES M m I 11 ~ f13JeMfi l�., m 2 REMOVE 6" SS 1 2 10+81.75 DINSTALL 6" PVC SEWER C900 CLASS 150 (DR 25). ro y 10+46.41 4 0 `Q? 1 FR STA 10+00.00 a POINT CONNECT TO EX 6 SS 02 REMOVE AND DISPOSE OF EXISTING SEWER LINE. __.._ TO STA 10+81.75 4" CLEANOUT R/W — ..— 3 10+00 00 4 03 CONNECT SEWER LATERAL TO EX SEWER MAIN PER EVWWD STD. S-15. REMOVE12" DIP U CONNECT TO EX. ®INSTALL 4" SEWER CLEANOUT PER EVMWD STD. S-12 &S-13. FR STA 11+15.2520 16" SEWER CLASS 150 DR 25 1 TO STA 11+62.86 : z R/W _ — _ ' 11+62.86 11 25 LU _ -- --_ "r- 3 12 FLG RSGV — a CUT-IN-TEE - — — X ? PROP 12 DIP 3 1601 ZONE : I SEE DETAIL 6 ON SHEET 5 Q -. � w EX TEL 6 1 0' -a 3 sc EX GAS I EX 8" DW _ _.. I. .:., .._ W �. I 15' SS I EX 15" SS PROP 78" SD EX 24" DW — -R/w---1 —R/w-- — --- LINE/CURVE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT NOTE N _- THIRD.STREET THIRD STREET 1 N46.24 50'W -- 46.41 -- 6" PVC SEWER `0LINE/CURVE DATA TABLE 1 2 N62 50 54 W -- 35.35' 11 6" PVC SEWER J 40 20 0 40 80 120 ® BEARING/DELTA I RADIUS LENGTH TANGENT NOTE 40 20 0 40 80 120 5-1 1 NO1 18 33"W -- 5.66' -- 12' DIP WATER SCALE: 1"=40' 2 N46'18'33 W -- 42.91' -- 12 DIP WATER SCALE: 1"=ao' PRESSURE ZONE: 1601 TEST PRESSURE: 215 psi Underground APPROVAL BY RIVERSIDE WATER 0 PREPARED UNDER THE PUN PREPARED BY: DESIGNED: WATER/SEWER APPROVED BY: 0 Service Alert COUNTY FIRE DEPARTMENT WARNING SUPERVISION OF: Q0.0fEJ. '01A �� ELSINORE VALLEY MUNICIPAL WATER DISTRICT v � p DATE: �tll• 0 1/2 1 ^Q� `y�El J.6o f, SHEEP �S fr C O IF THIS BAR DOES N..66417 m DRAM: ASSISTANT GENERAL MANAGER DATE STREET WATER RELOCATION WO 20114" 1 / q INTERNATIONAL DATE' Y t 4 NOT MEASURE 1" p�/�.r / �i PROP 12" DW STA 11+15.25-11+62.86 < # THEN DRAWING IS ""•_A I I�Ill s �. 49610 COUNTY CENTER DRIVE,SUITE 200 DEPARTMENT APPROVALS ./-'_ ! �! ll TEMECULA,CA 92591 CHECKED: OF 5 SHEETS Q TWO WORKING DAYS FIRE MAR HAL Df,za A NOT TO SCALE. MIC AE 66 BOECK DATE ate-OF CAL��6Q� PHONE:(951)676.W42 MBAKERINTL.COM a DATE: PROP 6" SS STA 10+OO.DO-10+81.75 FI ND a O BEFORE YOU DIG REV. DATE BY DESCRIPTION APPR. DATE ENGINEERING WATER SUPERINTENDENT WASTEWATER SUPT. W.o.pc w.o.J P.Z. FOR: �3�Z =3' 30 X 12" TEE CONSTRUCTION NOTES ©6 INSTALL 12"x8" FLG DIP REDUCER. 7 STA 10+00.00 11 INSTALL 12" FLG DIP RESILIENT SEAT GATE ®INSTALL 8"x8" FLG DIP TEE. 45" BEND EX 30" DW VALVE PER EVMWD STD. W-13& W-15. 3©INSTALL 8 FLG DIP REDUCER." @ INSTALL FLG DIP NSTALL 4" OR 6" FLG x PE ..-- -- ----...--------,,�'J•, \ 10+04.07 18 EX 8"10 INSTALL 12- OF EXISTING BEND. WATER LINE. ©IIOUTLIN PER E MWD STD. WENTTSEATANSITETION .\ �\ DEXTER ABANDON IN PLACE ALL DIP RESI " ©BACKFILL AND COMPACT RESULTING TRENCH TO VALVE PER EVMWD STD. W-13&W-15. SEAL MAIN AND TOMFACILITATENCONSTRUCTION OF TEE OF EX 8" �• �\. I -- - - .. ..... "UPPER ZONE" REQUIREMENTS OF EVMWD STD. 36 INSTALL 24"x12" FLG DIP TEE WITH FLG x 39 8" BLIND FLANGE .- . . _. .._..._...__. W-3• MECHANICAL JOINT ADAPTER PER EVMWD STD. REMOVE EX GATE VALVE "�!� i 23 INSTALL 12" FLG x PE WITH TRANSITION W-34. ADD THRUST BLOCKS 'tU TO UNDISTURBED EARTH ti. COUPLING PER EVWMD STDS (RESTRAINED). ©INSTALL 24" TRANSITION COUPLING PER EVWMD REMOVE AND REPLACE TEE �Jy ®INSTALL THRUST BLOCK. STD. W-34. Iji \ CUT-IN-TEE PER EVW6D STD. W-34. ®INSTALL 8" END CAP. TO BE 6 32 26 INSTALL 8" BLIND FLANGE. ®SEAL MAIN AND ADD THRUST BLOCKS PER EVMWD BY CONTRACTOR STD. W-32 CONDITION C. ©INSTALL 30"x12" FLG DIP TEE. 4" OR 6" FLG X PE WITH J I 34 8" GATE VALVE 12 X B" REDUCER TRANSITION COUP!INIG TO 6 BE VERIFIED BY CONTRACTOR _ _ _ 8" GATE VALVE SECTION OF PIPING TO BE 8 REDUCER 1��.. I� PROP 30 DW REMOVED TO FACILITATE TIE !N SIZE TO BE VERIFIED i BY CONTRACTOR I'I BEENTE RACC.EPTEDDBYIPELINE HAS DISTRICT, 33 4" OR 6" FLG X PE WITH EX PIPE SIZE TO BE i TRANSITION COUPLING TO CONFIRMED BY CONTACTOR. BE VERIFIED BY CONTRACTOR ALLOW EVMWD TO INSPECT THE EX PIPES BEFORE I' INSTALLING NEW CONNECTIONS PROP 8" DIP DW ----- — •., .\�. � EX 45' BEND TO BE REMOVED WITH RESTRAINED.JOINTS STA 13+68.35 ttI 45' BEND `\ `,�\ CONTRACTOR TO CONFIRM IF 17 A 13+ THIS IS AN EX FLG OR PE DETAIL 3 TEE CONNECTION ON THIRD AND DEXTER Ex FH �I _-- -- (8" TEE CONNECTION SEE — SHEET 3) PROTECT-IN-PLACE IJ� PROP 24" DW 1 45' BEND 17 A 1 + 4 2 DW 8" END CAP — — — —R/W— — — — — — R/W- DETAIL 2 DETA I L 1 fi CONNECTION DETAIL ON THIRD STREET 2OPLLR�TRANSITION 37 CONVECTION DETAIL ON THIRD STREET (24" DW — SEE SHEET 3) (30" DW — SEE SHEET 3) REMOVE TEE AND INSTALL SPOOL TO FACILITATE 1 ..... ..-.t CONNECTION TO EX PIPE 45' BEND THRUST BLOCK CUT-IN 18 4 LI TO 00 REMOVED TO FACILITATE -T STA 10+07. STORM EX 12" DW SECTION OF PIPING&V 24" X -T AALVE �L TEE 36 WITH FLG X MJ ADAPTER (2) PROP 12" DIN DRAIN CONSTRUCTION AFTER TO BE REMOVED TO FACILITATE STA 11+63.82 PROPOSED PIPELINE HAS BEEN STORM DRAIN CONSTRUCTION AFTER ACCEPTED BY DISTRICT. PROPOSED PIPELINE HAS BEEN ACCEPTED BY DISTRICT. 45' BEND ... -_._ ___ .. __.. :,_,:.r,.. -.__ 18 STA 10+01.62 ,;.._.. _ .-... __ _....... .__ ..-. . _ � -�i THRUST BLOCK 4 a j / M -_- SECTION OF PIPING TO BE ' ....... __ ._._. .__ ._... .._ .._- , •,• �i 45' BEND _ .._ _.... 1 _._.. \EX STA 1D+00.00 REMOVED TO FACILITATE STORM 12" FLG X PE DRAIN CONSTRUCTION AFTER o12" GATE VALVE PROPOSED PIPELINE HAS BEEN 12" OW PR 12" DW11 ACCEPTED BY DISTRICT. COUPLING (RESTRAINED)STA 9+g8.79 � 11 " V STA 11+14.04 45' BEND z z 18 STA 11+15.25 18 45" BEND PIPE SPOOL > __... _.__ _. ..� __ -- 45' BEND _. __- -..-_ - l•_..-__ 18 STA 11+16. 7 -- — --_-. — ---- W a 1112" GATE VALVE ....._. 1 24" TRANSITION 3 7 a 12" FLG X PE PROP 12" DW COUPLING a WITH TRAN$ITI(kN �EX12- 3 COUPLING (RESTRAINED) THRUST BLOCK 45' BEND 4 18 STA 11+20.90 .y i EX 24" DW o DETAIL 4 DETAIL 6 0 CONNECTION DETAIL ON DEXTER DETAIL 5 CONNECTION DETAIL ON CAMBERN (12" DW — SEE SHEET 3) CONNECTION DETAIL ON CAMBERN (12" DW TO 24" EX — SEE SHEET 4) (12" DW — SEE SHEET 4) i J O WK F Q PRESSURE ZONE: 1601 TEST PRESSURE: 215 si % Underground APPROVAL BY RIVERSIDE PREPARED UNDER THE OFESS �N PREPARED�: DESIGNED: WATER/SEWER APPROVED BY: Service Alert COUNTY FIRE DEPARTMENT WARNING SUPERVISION OF: o Fa ® MAA DATE'1111IS ELSINORE VALLEY MUNICIPAL WATER DISTRICT 0 i2 1 j / �., }J.Bo _ SHEET 2 p „� �' . - • . ,�• D STAW WATER RELOCATION WO 209-NO r5 IF THIS BAR DOES Noe6417 ^�� '�"' ASSISTANT GENERAL MANAGER DATE NOT MEASURE 1" "" I N T E R N A T I O N A L °A��T-• - THEN DRAWING IS "'��'"`^�' 11 �r �I g1Y1U IDBtDCOUNIY CENTER DRIVE,SUITE 200 DEPARTMENT APPROVALS - CONNECTION DETAILS OF 5 SHEETS�a TWO WORKING DAYS -[tEsdtB NOT TO SCALE. MICHAEL L BLOCK DATE �l `�®a+ PHONE:TEMEC )SM.CA GIE��DALE: FILE N0. a O r+aE HATE RCE No.66417 f OF CAl t��'McAI�RxtrU'coM BEFORE YOU DIG REV. DATE BY DESCRIPTION APPR. DATE ENGINEERING WATER SUPERINTENDENT WASTEWATER SUPT. W.D.Pc wA.J P,Z, FOR: