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935-D - TR 30705 -1 3/30/2005 East Sun City-Menifee Rd Storm Drain Menifee Rd • RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT ram` SHEET 11 / ; SHEET 12 - R.C.F.C. & W.C.D. STD. DRAWINGS �� / LINE J � ,,� CALTRANS STD. DRAWINGS / JS 226 JUNCTION STRUCTURE NO. 1 W i r / / A 77A METAL BEAM BRIDGE RAILING _ LUUJ- MCCALL BOULEVARD / / JS 227 JUNCTION STRUCTURE NO. 2 N H z `'` .,� - / LINE A-3 SAN BERNARDINO COUNTY D 80 RCB CULVERT so - _ 10 RIVERSIDE COUNTY JS 229 JUNCTION STRUCTURE N0. 4 _ 4 D 81 DOUBLE CELL RCB CULVERT Z 62 MH 252 MANHOLE NO. 2 CALIMESA D 84 BOX CULVERT WINGWALL RIVERSIDE DESERT MH 253 MANHOLE NO. 3 - -, - __ LINE H ;� MORENO 60 HOT SPRINGS D 85 BOX CULVERT WINGWALL ` . J ^ � BA ING J_ NORCO VALLEY BEAUMONT 10 D 89 HEADWALL MH 254 MANHOLE N0. 4 1 91 r\ 215 79 1 M 801 CHAIN LINK FENCE ' D 90 HEADWALL & WINGWALL T �\ J,y CORONA LAKE VPERRIS 4 PAL D 948 CONCRETE FLARED END SECTION LAKE M 803 CONCRETE COLLAR I o'P`��s MATHEWS SPRING 10 M 815 BEDDING AND PAY LINES WZ ��- ' d%\ ��.F SAN JACINTO M 816 CONCRETE BULKHEAD = J ^ _ ,\ ERRIS A.P.W.A. STD. DRAWINGS 74 74 79 IDYLLWILD 304-2 GRATING CATCH BASIN LONGITUDINAL TS 301 TRANSITION STRUCTURE NO. 1 W �. \ \ H E M ET 74 1 NTY TS 303 TRANSITION STRUCTURE NO. 3 Lai= \ \\ COUNT 305-2 GRATING CATCH BASIN (TRANSVERSE) ELSINORE EASTSIDE HEMET TS 304 TRANSITION STRUCTURE N0. 4 79 <:�RESERVOIR RESERVOIR 360-0 SLOPED PROTECTION BARRIER 21 LAKE ELSINORE PROJECT LOCATION 74 361-0 TRASH RACK (INCLINED) ---- -=- ` 74 GENERAL NOTES CONT. I -- \11 LAKE MURRIETA SKINNER 14. HYDRAULIC GRADE LINES SHOWN IN PROFILES ARE FOR 100 YEAR FREQUENCY < - -- 1 I `� VAIL 7 ANZA FLOWS, UNLESS OTHERWISE NOTED. 3 I SAN DIEGO LAKE 15. THE CONTRACTOR SHALL COMPLY WITH THE STATE AND LOCAL SAFETY CODES TEMECULA 79 w DURING THE PROGRESS OF WORK. AGUANGA z f 1 15 RIVERSIDE COUNTY 16. THE DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEAT, SAFE, Ljj COUNTY - -SAN DIEGO COUNTY CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION _ SHEET S OF THE COUNTY OF RIVERSIDES OR DISTRICTS INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE VICINITY MAP GENERAL NOTES BOR ANYOCLEANLEUPAON ADJACENT STREETS AFFFECTED BYLHSECONSTRUCTBION. LINE G N.T.S. METHOD OF STREET CLEANING SHALL BE BY DRY SWEEPING OF ALL PAVED 1 . THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN AREAS. - - - SHEET INDEX ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE 1 1 RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S 17. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE TITLE SHEET 1 MEMORANDUM OF UNDERSTANDING STANDARD SPECIFICATIONS, DATED SEPTEMBER RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF SHEET 4 1984, AND DESIGN MANUAL STANDARD DRAWINGS, RECENT EDITION DATED APRIL 2004. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND le --- - - I STORM DRAIN PLAN AND PROFILES PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE 2. THE CONTRACTOR IS REQUIRED TO CONTACT ALL UTILITY AGENCIES LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL LINE F FROM STATION 10+00.00 TO STATION 17+04.99 2 REGARDING TEMPORARY SUPPORT AND SHORING REQUIREMENTS FOR THE DEFEND, INDEMNIFY AND HOLD THE OWNER, R.C.F.C.D., COUNTY ROAD - VARIOUS UTILITIES SHOWN IN THE PLAN. DEPARTMENT, AND THE DEVELOPER'S ENGINEER HARMLESS FROM ANY AND ALL LINE D FROM STATION 1+07.79 TO STATION 4+21.58 3 LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 3. CONSTRUCTION INSPECTION WILL BE PERFORMED BY RIVERSIDE COUNTY FLOOD LINE G FROM STATION 10+00.00 TO STATION 17+00.00 4 CONTROL. CONTACT DALE ANDERSON AT 951 955-1288. THE DISTRICT WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE MUST BE NOTIFIED TWENTY DAYS PRIOR TO CONSTRUCTION. NEGLIGENCE OF THE OWNERS, OR THE DEVELOPER'S ENGINEER. LINE G FROM STATION 17+00.00 TO STATION 19+07.21 5 18. ADJUST ALL STORM DRAIN AND SEWER MANHOLES, AND WATER VALVES TO 4. ALL STATIONING REFERS TO THE CENTERLINE OF CONSTRUCTION UNLESS GRADE. LINE H FROM STATION 10+50.08 TO STATION 16+00.00 6 OTHERWISE NOTED. }i f 19. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS (NOT TRUE LENGTHS OF f . _ 5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE- LINE THE ESTIMATES OF QUANTITIES. TH PIPE AND ARE THE BASIS 0 ES E + 2.88 7 Q STATION 16+00.00 TO STATION 23 0 LINE H FROM S N LIN INTERSECTION STATION. ) { _ CONTRACTOR SHALL DETERMINE THE TRUE QUANTITY OF PIPE REQUIRED FOR LINE 1-1 FROM STATION 10+12.00 TO STATION 16+35.09 $ THIS PROJECT PRIOR TO PLACING THE ORDER. 6. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT LINE 1-2&3 FROM STATION 10+12.00 TO STATION 11 +26.33 9 (800) 227-2600. 20. ELEVATIONS SHOWN ARE TO THE INVERT OF PIPE, EXCEPT WHERE - ' ---- - LINE 1-4, 1-54 1-6 FROM STATION 1+09.82 TO STATION 1+46.09 OTHERWISE NOTED. 7. ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON <1 LINE J FROM STATION 11+03.21 TO STATION 17+28.44 10 U.S.C. & G.S. DATUM. 21. AT THE DISCRETION OF THE ENGINEER, THE CONTRACTOR MAY BE REQUIRED TO LINE F / VERIFY BY POTHOLING THE LOCATION OF POTENTIALLY AFFECTED UTILITIES. SHEET 2 LINE J FROM STATION 17+28.44 TO STATION 22+67.39 11 8. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. tj 22. CONTRACTOR SHALL DISPOSE OF ALL EXCESS EXCAVATED MATERIAL r ---- L CD 9. ELEVATIONS AND LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE UNLESS SHEET 13 I c � LINE A-3 FROM STATION 1+08.77 TO STATION 5+40.77 12 OTHERWISE NOTED. AT MANDATORY DISPOSAL SITE. MUST BE NOTIFIED ONE WEEK J I PRIOR TO CONSTRUCTION. I LINE E FROM STATION 27+.64.69 TO STATION 28+08.02 ,I LINE D AND DETENTION BASIN WITH DETAILS 13 10. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING 23. ALL BACKFILL AND BEDDING AROUND STRUCTURES AND PIPES SHALL BE COMPACTED __ _ CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE TO NOT LESS THAN 90 PERCENT RELATIVE COMPACTION EXCEPT WHERE SUCH ---- SEALED WITH 6 INCHES OF CLASS "B" CONCRETE. SIMPSON ROAD RIP-RAP DETAILS 14 MATERIAL IS PLACED UNDER EXISTING PAVED ROADWAYS, THE TOP 3 FEET, LINE E SHEET 3 11. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION MEASURED FROM THE FINISHED PAVING, SHALL BE COMPACTED TO 95 PERCENT SHEET 13 LINE H OUTLET STRUCTURE DETAILS 15 STRUCTURE NO. 4 (JS 229) UNLESS OTHERWISE NOTED. RELATIVE COMPACTION. INDEX MAP LINE J OUTLET STRUCTURE DETAILS 16 12 "V» IS THE DEPTH OF INLET AND CATCH BASINS MEASURED FROM THE TOP OF 24. PIPE COVERBEDDING E. FOR COVER <L CONFORM 02 FEET,&WCD STD.CONCRETE DS1LURR 000 PSI -EXCEPT 2 SACK) SCALE 1 =400 LINE J ACCESS EXHIBIT 17 CURB TO INVERT OF CONNECTOR PIPE. SHALL BE USED. THE ENTIRE TRENCH SHALL BE SLURRY EXTENDING 4 INCHES o MINIMUM AND 12 INCHES MAXIMUM ABOVE THE TOP OF THE PIPE. N 13. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION 25. APPROVAL OF THESE PLANS BY THE RIVERSIDE COUNTY FLOOD CONTROL AND AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED. WATER CONSERVATION DISTRICT DOES NOT RELIEVE THE DEVELOPER'S ENGINEER QROFESs/° OF RESPONSIBILITY FOR THE ENGINEERING DESIGN. IF FIELD CHANGES ARE ALB E R T �• CIVIL 8 ENGINEERS �TR.S ,�Q66 � HI�D�e� �, VALLEY WIDE RECREATION REQUIRED, IT WILL BE THE RESPONSIBILITY OF THE DESIGN ENGINEER TO MAKE & PARK DISTRICT THE NECESSARY CORRECTIONS. WEBS RIVERSIDE CA. 92506 0 o �Z ? A s s o c I T E s P sos 686-1070 (n m 26. THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL REQUIRED ENCROACHMENT r.Krs X: 909 788-1256 NO. C44762 APPROVED AND/OR STATE AND FEDERAL REGULATORY PERMITS PRIOR TO THE COMMENCEMENT EXP. 3-31-06 o F CIV�� Sam a Date: , OF ANY WORK. PR A BY: R.C.E. N0. C44762 O1' CA��F� 2 �, ,05 DO NOT REVII E 27. ALL STORM DRAINS UNDER PRESSURE SHALL INCLUDE WATER TIGHT JOINTS. RpFESS�p DATE: 'd EXP. DATE: 3-31 -060 OF ORIG T2 070 --/ iiQD3o�3c ��� q�� A. 0Ty COUNTY OF RIVERSIDE Don't Ug...U� You Cd U.SA Tol Free BENCH j,�CNO MARK: REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT NO. �q ��, TRANSPORTATION DEPARTMENT 1-e00-227-2600 AND EAST SUN CITY- �; y z R D Y: WATER CONSE TION DISTRICT 4-0-0343 m for the location IN THE INTER. OF LINDENBERGER RD. MENIFEE ROAD STORM DRAIN o �� S creme utility buried AND SIMPSON RD, A 1-INCH IRON DESIGNED BY: JCC RECOMMENDED FOR APPROVAL ROVED Y: r,, /O o DRAWING NO. I N0. 33950 � ----' utility lines. Mo EXP. 6-30-06 H A. P.E. DATE: PIPE AND TAG MARKED COUNTY Don't disrupt SURVEYOR IN A CAP WELL MONUMEN DRAWN BY: JP r7 ` CIVo- �P 339 0 6-30-06 vital services. PLANNING ENGINEER IEF ENGINEER SHEET NO. o qTF CA�1Fp�`' r DATE DRAWN: JULY 2004 _ 8.Z�c� �d_p5'� TITLE SHEET OP N113 O� ELEV. 1444.021 DATE: DATE: 1 OF 17 RECOMMENDED Y WI A rvro �� You REF. DESCRIPTION APPR. DATE CHECK D BY: JCC 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18 18 18 42 NOTE: CONTRACTOR SHALL PROTECT 0 0 LINDENBERGER ROAD IN PLACE ALL UTILITIES CROSSING OR � o CD PARALLELING THE STORM DRAIN o o- o UNLESS NOTED + _ __ cv W _ � co co� R/W R/W _ + o CD R/W a C/L Q R/W 53' 47' PROPOSED FS 0 Ct STORMDRAIN 37 N EXISTING GROUND 0 CL STORMDRAIN 448 _ _ ._- 1446.00_ _ -_ --_ --- -----_ ----------------�-- CL STORM DRAIN ---- 18 ____ _ ___- EX. ROAD __ _;.-_ ------ - _ _ -- ---- 1444.2 HGL _ STA.' 10+44.29 --,----- -- 1441.82 BOT. 16" GAS 1443.3 HGL 100 YEAR HGL 100 YEAR HGL 1444.1 HGL 1444.8 HGL - _ 1 1438.20 TOP OF RCB -- -- -- _ - - - - -1"4 W27 1443.0 HGL �_� __ _ .. 4 0 37 II h II { 38 STA.-10+52.00 I i STA. 111�19.1�5II __ 3 440.08 5' H. X 10' W. RCB 14 1439.50- BOT, 30" GAS I 24" LAT 1440 1438.23 TOP RCB 1439.E TW STA. 10+67.79 S�Q.0089 1440.34 BOT. -24 GAS - - SECTION AT STA. 16+00.00 _ 38 33 1434.75 INV. 1438.87 TOP RCB 1436- 32 - 32 STA. 16+60.04 -14 N.T.S. - S=0.0030 00 1440.45 INV DETENTION BASIN -.._- 18 LAT BOTTOM U STA. 13+29 91 II m m 11 TOP OF 27 WATER MAIN + o 143� _ II, TO BE VERIFIED 1432 > _ 0 m + Z HYDRAUUC DATA HYDRAULIC DATA WARNINGM 04 0) mQ1oo= 293.5 CFS Q1oo= 275.5 CFS o ? THE G16, G24, AND G30 ARE HIGH PRESSURE GAS LINES: o o r' > > Vioo= 5.9 FPS V}oo= 6.1 FPS o EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING Z M > > > : z '� z a z Z - 0O - �- IN THIS AREA. THE CONTRACTOR IS REQUIRED TO USE 1428- + + + o m - 1428 MANUAL EXCAVATION METHODS WHEN EXCAVATING WITHIN T _� 000. o M t~n 3' OF THE EXISTING GAS LINES. NOTIFY MR. MIKE EDSON OF THE GAS CO. 48 HOURS IN Q f5 N 3 N CONST. 598.10 L.F. OF 5' H X 10' W RCB ADVANCE OF EXCAVATION AT (909) 845-0709 1 22.87' RCB TRANSITION STRUCTURE __ R R.C.F.C. & W.C.D. STD. TS=304 CONST. 27.13 L.F. OF , _ 5' H X 10' W RCB 3. . 8.7s L.F: OF CELL RCB 5' H X 7' W 2 STA. 10+00.00 STA. 17 04.99 TO BE ' H 22.87' RCB TRANSITION STRUCTURE MAINTAINED N E{3 BY R.C.F.C. & W.C.D.PEff R.C.F.C. & W.C.D. STD. TS-304MYDRaULIC aaT ► CONSTRUCTION NOTES _ 0400= 332.4 CFS V1oo= 6.8 FPS t t 0 CONSTRUCT DOUBLE CELL 3.5 H X 7 W REINFORCED CONCRETE PROFILE BOX CULVERT PER CALTRANS STD D81 CONSTRUCT 5' H X 10' W REINFORCED CONCRETE BOX CULVERT PER CALTRANS STD D80 4 \ 03 CONSTRUCT TRANSITION STRUCTURE NO. 4 PER RCFC&WCD STD DWG NO. TS304 Z /� S SXi A CURVE DATA A = 4418'05" �� � �4 CONSTRUCT BOX CULVERT WINGWALL PER CALTRANS STD D85 is T = 122.13' \ PLACE 1 4 TON GROUTED RIP-RAP 2.7' DEEP PER CALTRANS SPECIFICATION •q^, £ '` �o . ' L = 231.96' S PER 2.� Mp,X ��'�� �N� SECTION 72 (SIZE PER PLAN) SEE DETAIL ON SHEET 14 v\g•�£�0� / _ ^o, o<o BC = STA 12+79.21 ��Rlr �1 !/'� �I' ZUREC = STA 15+11.18 »4?hQ, o Rp, ,�� �o �. ,/��. I ` ,� Q PLACE 3 CLASS II BASE ON MAINTENANCE RAMP AND ACCESS ROAD 10' CONSTRUCT MH#3 PER RCFC&WCD STD. DWG. NO. MH253 06 `j �O 18 o0 42 qR� VOLE, / i ` INSTALL CONCRETE BULKHEAD PER RCFC&WCD STD. DWG. N0. M816 55 i ER ® CONSTRUCT JS#1 PER RCFC&WCD STD. DWG. NO. JS226 Cid/ •I j // ���o k STORM EE LOOP 6, ° �'' / Pr✓GE�,- / �� MEND OS', q� �6k p M�N�E o �' %� 301 ® CONSTRUCT BOX CULVERT WINGWALL PER CALTRANS STD. D84 � N�oS�o o __ ,, \�\ �o�a m� S�S'(P- gka2© � ��PRi �,`' � ,1 Ar I o o � p�p5 © INSTALL SAFETY FENCE PER RCFC&WCD STD. DWG. NO. M801 25 Q`�� ^N� �8 / <A �s ��� RP` OR APPD EQ 1 _ IR yc�;s, I \ 44283 F \ �N oo �o `b. o�v�N , \-pAP S�pR SEMkw ® CONSTRUCT SLOPED PROTECTION BARRIER PER APWA STD 360-0 Np�E• 0�5 GE � ,� CONSTRUCT 6" THICK CONCRETE PAD (7'x7') J / o EX 0 o a1 � , �NNO OR W/6"x6"/10x10 W.W.M. AROUND MANHOLE LID x� A� \ � \ 6�03-0 S 6 0000 -Ijpp. Jp 'o , c,► Q \ _. -- � 000, S.�ORM D � � 000, LO 0 60 L00P W 5X OPD �\�• Raw 2G � � MENIFEE RGO\ R � �, � ROVED I L�NDENBE 32 � V) GRAPHIC SCALE 1 "=40 ' VALLEY-WIDE 0 0 40 80 120 ' PLAN o Q_ PROFESS/OV ALB E R T A HI CO CIVIL ENGINEERS Don't Dig...Until You Call U.S.A. Toll Free BENCH MARK: REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT NO. e ti 3788 McCRAY ST. B.M. NO. M-13-65 RIVERSIDE CA. 92506 1-BW-227-2600 AND EAS UN CITY- 4-0-0 3 43 w o m A S S 0 C I A E S P 909 686-1070 for the location IN THE INTER. OF LINDENBERGER RD. WATER CONSERVATION DISTRICT MENIFEE ROAD STORM DRAIN o � � 0 -' X RNcnr>1c s�rrs AX: 9� 788-1256 a of buried RECOMMENDED FOR APPROVAL PROVED BY: DRAWING N0. N0. C44762 utility lines. AND SIMPSON RD, A 1 -INCH IRON DESIGNED BY: JCC 4-829 o EXP. 3-31-06 PIPE AND TAG MARKED COUNTY Don't disrupt SURVEYOR IN A CAP WELL MONUMEN DRAWN BY: JP Mo 9 CIVO_ �P vital services. F �' PREPAR BY: C44762 r r DATE DRAWN: J U LY 2004 LINE f SHEET NO. j T CAO1 �` C.E. N O. DATE: 1o�7�a5 DATE: �O '8'Za�S EXP. DATE: 3-31 -06 ELEV. 1444.021 STA. 1 0+00.00 TO STA. 17+04.99 2 OF 1 7 � DATE. TWO WORKING DAYS AFORE YOU DIG REF. DESCRIPTION APPR. DATE CHECKED BY: ?3 �� \ __ __ e 4 1 +00 2+00 3+00 4+00 5+00 1 +00 _ -�._.___-..-....�.�..- __._....<____<___.� -.._,_� ,__-__ ____ _�_ __ _-_� _ a._ _< _ __ _,_ __. -_ -_ - _ , ._ - __ __n_- -. - w____ _.___�____ ___ _ __w ��,__ __ri _ _ ____ ___ _ _-_ -,_-- --_ __ ____ ---__--___ ____- __ __ - _ _ -_ -- _ _ __ _- _-_ __-_ _-- ___ _ __ ___ ___- __--_ __ _ - -- ------ ---_ _ - - - - - - - ,_ ____ __ . - - ____ -. , _ __ ___ : _-__ _. _-_, -- __ _ -,_ _ _--- ____ _,____ _ __ _ -_ ___ ____ ___- i ! -- __- _ _ _ _ ____-_ ___-_ __-_ _ ___ _ ; R S , � ; + i STA• 3+75.77 { F t .- .....-_..._ _. ...__... _c ....__...__._ .-- - - ._ .. ....-.... .. ............ ......... t... - - : _ .. - _. _ .._ . t _ _ 444 _ : : a ; - w - _,._----- _ r----._ _,._.-,--_-P _ FS,_ ,a__- ._4_ -. -. __E_ `--- - __ - _ _- , - 4 -._ _, _OSUD �, - + 1-STORhdD1 AlN- _ . - -. 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"_n .. ..-__ - --_ ......-..�... __<...__..-..._.,....,....- -_.._....-_,-°. .,..-<.... .... ....... _..d..-.<._. -.. I Zo �� N � ,,� �� � CURVE DATA - W P 'r< � _ 4i _/ �o p 3600'00' J 0 � l �J, R = 45.00 % -� T = 14.19 t+.// -4 ° '�' \ y V► L = 27.49' (� l �u �•- : B \ , j N -P UNE "D_ BC = STA 1+12.98 / 1 1. 9•28 \ x o 3 EC = STA 1+40.47 s-0 pp o5 E - �° � . �� e 4Ts�'?s. 3 CONSTRUCTION NOTES l I � DIVE "D, ' \ t C_ , ' ® CONSTRUCT 36" RCP D-LOAD PER PLAN s ti SOp pD N ,n 10 D2=4 6 NT : ?S' �;'`�' "�' S 14 3�25 / ' y ` REC RRME� NCR CONSTRUCT MANHOLE #4 PER RCFC & WCD STD. DWG. N0. MH254 - � � � �' 'S31 �02 0 ` `'` o - CURVE DATA ® CONSTRUCT 48" RCP D-LOAD PER PLAN /NEB. •' � ,� ►� $ ",., a � 4±?1 A = 44'18;43' D, .. _- ^ -- oo EiVD f,. R = 90.00 ®9 CONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD STD. DWG. M816 G _ _ `� y� s 4 T � = 69 60' ®1 INSTALL 24" RCP (CLASS IV) � � �\ � � BC = STA 2+98.74 47• o / N N 4 25_ s` 5 \ � ;` z S-0.0 9 g'11' EC = STA 3+68.35 ® CONSTRUCT JS NO. 2 PER RCFC&WCD STD. DWG. NO. JS227 >C 16��G� ^ 1+� C ._7 Nr b'2` F I y UN I'�C s x� ® CONSTRUCT 42" RCP D-LOAD PER PLAN G e'er; \ 4` ' s� ® CONSTRUCT TS #3 PER RCFC & WCD STD. DWG. TS 303 -_ - � - , m '` - ` __ _ � � � D1= E DA --- -- - - - Q �_- --,. _ rs_.__ .I N : t G '� 42- � CURV TA - _ - x " ti E EC �� C p �; ,-_ _� _ 2 �� R = 22.50' ; o �n i = -'--. o 3 _ T - 15.5T o -1 ..Gam: L 27.23' cv - BC = STA 1+05.30 � 1; EC = STA 1+32.52 • x � M o F.� PROFESS/0 ` - PROFESS/0'L'9 - e- HIL F NOTE: SEE TRACT 30705 1 , IP 030130 o A COUNTY OF RIVERSIDE VALLEY WIDE RECREATION ,�� �` F, tic STORM DRAIN IMPROVEMENT PLANS �� ��o °Tti F P ti TRANSPORTATION DEPARTMENT & PARK DISTRICT I W Q o m FOR LINE D-3 �� qy z AP VED BY: can GRAPHIC SCALE 1"=40 ' Ix W -4 A w m EXP• C3-361206 - THE CONTINUATION OF LINE D-1 WILL NO. 33950 '� l�� �d A P P R O �/ E D BE INCLUDED AS PART OF PARK DESIGN EXP. 6-30-06 HA A. OT A .E. - DATE: 0 40 80 120 ��9TF ca►��F��� PLAN AND WILL BE MAINTAINED BY VALLEYWIDE - s,�T clv�� a\P 33950 6-30-06 Sa el p Date: o RECREATION AND PARK DISTRICT. OP CAUF S/�/3/� _3D _�� RECOMMENDED BY WILLDAN DATE: - 3 A L B E R T A• CML ENGINEERS Don't Dig...Until You Call U.S.A. Toll Free BENCH MARK: REVISIONS RIVERSIDE COUN FLOOD CONTROL PROJECT N0. 3788 McCRAY ST. B.M. N0. M-13-65 AND EAST SUN CITY 4-0-0343 RIVERSIDE CA. 92506 1-WO-227-2 WATER CONSERVATION DISTRICT MENIFEE ROAD STORM DRAIN A S S O C I A T S P 909 686-1070 for th location o � � � IN THE INTER. OF LINDENBERGER• RD. M F ( 8-1256 ot, •,,,ripd RECOMMENDED FOR APPROVAL PROVED BY: DRAWING N0. u Ali lines. AND SIMPSON RD, A 1-INCH IRON DESIGNED BY: JCC •� 4-��� o PIPE AND TAG MARKED COUNTY n Don't disru t SURVEYOR IN A CAP WELL MONUM£N DRAWN Y: JP ` LINE D SHEET NO. vital services. N PREPARED Y: _ R.C.E. NO. C44762 DATE DRAWN: JULY 2004 DATE: 1G171os DATE: .�-8-2oo5 STA. 1 +07.79 TO STA. 4+21 .58 6 DATE: EXP• DATE: 3-31 -06 ,,,,,o WONCI16 DAYS �pM ,,,�, ELEV. 1444.021 REF. DESCRIPTION APPR. DATE H CK Y: .3 OF 7 . 35- 9