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964xx_sd i 4 . R VERSIDE t .,16 TY F 0 0 I C 0 L D C06/ TROL A . D WATER CO SERVATIO , DISTRI T BEGIN 2 PROJECT SAN BERNARDINO COUNTY_ LINE 0 �- �- 10 RIVERSIDE COUNTY RIVERSIDE CALIMESA B2 DESERT ORENO s BANNING O HOT SPRINGS ORC VALLEY BEAUMO 10 END 215 9 � PROJECT 3 CORONA (i'0) LAKE EXISTING PROJECT LAKE V FERRIS PAL LINE C MATHEWS LINE C PROJECT LOCATION,, SPRING 10 �FZ \ PER TRACT 36643 ERRIS AN JACINTO RCFC&WCD PLANS _ COUNTY 15 7 4 s HEMET 4 IDYLLWILD \ COUN u \ ELSINORE EASTSIDE goo. O \ RESERVOIR HEMET O \ z�s 79 RESERVOIR\ LAKE 4 ELSINORE -( \ � LAKE C SKINNER 4 MURRIETA ANZA VAIL 1 U SAN DIEGO C(� LAKE VICINITY MAP C) TEMECULA s v� RIVERSIDE CO. AGUANGA NTS �O C; C-) IJ.J L� SAN DIEGO CO. A o� GENERAL NOTES 4k r C) 1 E CONTRACTOR S SA IMPROVEMENTS THESE CO FORMANCE WITH THE R QUIR MENTS OF THEUTILITY LINES N PLANS. RIVERSIDE 21. DURING ROUGH GRADING ADI GOPERATIO S ONTHEDRAWINGSINAND PRIOR TO CONSTRUCTION OF � Y COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT M.O.U. STANDARD PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD SPECIFICATIONS DATED JUNE 24, 2008, AND RCFC&WCD STANDARD MANUAL. FOR BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT DR �sr4- THE LATEST DRAWINGS OF THE STANDARD MANUAL, PLEASE REFER TO THE PROPERTIES. Y ®R "PUBLICATIONS AND RECORDS" PAGE FOUND ON THE DISTRICT'S WEBSITE. 22. APPROVAL OF THESE PLANS BY THE RIVERSIDE COUNTY FLOOD e 2. CONTACT THE ENCROACHMENT PERMIT ENGINEER AT 951.955.1266 IF AN CONTROL AND WATER CONSERVATION DISTRICT DOES NOT RELIEVE THE ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY FLOOD CONTROL. DEVELOPER'S ENGINEER OF RESPONSIBILITY FOR THE ENGINEERING DESIGN. IF T� AFTER THE PERMIT IS ISSUED THE DISTRICT MUST BE NOTIFIED ONE WEEK PRIOR FIELD CHANGES ARE REQUIRED, IT WILL BE THE RESPONSIBILITY OF THE DESIGN TO CONSTRUCTION. ENGINEER TO MAKE THE NECESSARY CORRECTIONS. 3. CONTACT CONTRACT ADMINISTRATION AT 951.955.1288 IF CONSTRUCTION 23. THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL REQUIRED ®Ii �� INSPECTION WILL BE PERFORMED BY RIVERSIDE COUNTY FLOOD CONTROL. THE ENCROACHMENT AND/OR STATE AND FEDERAL REGULATORY PERMITS 9,4Z DISTRICT MUST BE NOTIFIED TWENTY DAYS (20) PRIOR TO CONSTRUCTION. PRIOR TO THE COMMENCEMENT OF ANY WORK. 00 e�tR4. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE 24. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES 15 TO ® �G os� c NOTES. MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2 INCHES OVER THE �. C' Q� T 5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFERS TO THE CENTERLINE REINFORCING AND INCREASED TO A MINIMUM OF 3-1/2 INCHES OVER INTERSECTION STATIONS. REINFORCING FOR BOX CULVERT, WHEN DESIGNING VELOCITIES EXCEED 20 FEET 6. FOURTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE R7 811. c,9 O O 7. ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON THE F'C=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND F'C=6,000 YA.,,5� PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. cNORTH AMERICAN VERTICAL DATUM (NAVD88). 25. CONSTRUCTION JOINTS FOR CALTRANS STANDARD REINFORCED CONCRETE BOX /V �/1p8. ALL COORDINATES ARE SHOWN IN FEET AND DECIMALS THEREOF BASED ON THE SHALL BE PLACED ACCORDING TO RCFC&WCD STANDARD DRAWING NO. BOX 401. Q� �p l CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY .� v p ON CONTROL STATIONS "MAT2" AND "MLFP" NAD83. ALL DISTANCES SHOWN ARE INDEX SHEET No. 15 �- GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF TITLE SHEET 1 0.999939176. CALCULATIONS ARE MADE AT "MAT2" WITH COORDINATES OF: N: PLAN & PROFILE SHEETS 2-4 '9Q 2257426.606, E: 6201390.028, USING AN ELEVATION OF 1418.09'. EPOCH o 2010.00 DETAIL SHEETS 5-7 o Q �� 9. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. ` 10. ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. R.C.1=.C. & W.C.D. STANDARD DRAWINGS 11. UNLESS OTHERWISE SPECIFIED, MAXIMUM STREET RECONSTRUCTION SHALL BE 4" TYPE "B" HOT MIX ASPHALT OVER 6" CLASS 2 AGGREGATE BASE OR AS SPECIFIED CB110 MODIFIED CONCRETE DROP INLET 4 1 BY THE ENGINEER. CB110 CONCRETE DROP INLET 4 1�l 12. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING LO CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED JS229 JUNCTION STRUCTURE NO.4 2,4 c•9 �5 WITH 6" OF CLASS "B" CONCRETE. JS232 JUNCTION STRUCTURE NO.7 4 13. PIPE CONNECTED TO THE. MAINLINE PIPE SHALL CONFORM TO JUNCTION p �f �,� STRUCTURE NO. 4 (JS 229) UNLESS OTHERWISE NOTED. M820 PIPE SWING GATE 5 U 14. PIPE BEDDING SHALL CONFORM TO RCFC&WCD STD. DWG. NO. M815 EXCEPT FOR MH252 MANHOLE NO.2 2, 3 u 1S COVER <2 FEET. FOR COVER <2 FEET, CONCRETE SLURRY (2000 PSI) SHALL BE SQ me �/�j USED. THE ENTIRE TRENCH SHALL BE SLURRY EXTENDING 4 INCHES MINIMUM AND 12 INCHES MAXIMUM ABOVE THE TOP OF PIPE. T 15. TH-24, TH-29, & T-3 -INDICATES SOIL TRENCH LOCATIONS BASED ON THE SOILSCL t CL �® REPORT DATED JANUARY 16, 2015. LOCATIONS SHOWN ARE APPROXIMATE. Q16. "V" IS THE DEPTH OF CATCH BASINS MEASURED FROM THE TOP OF CURB TO _ '9Q INVERT OF CONNECTOR PIPE. W 3 \�OeP 17. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL *THE CONCRETE COATING ON THE INSIDE OF ALL Z BEGIN AT EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. REINFORCED CONCRETE PIPES MUST BE INCREASED TO v1 5 �� P�� 18. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING PROVIDE A MINIMUM OF 1 -1/2 INCHES OVER THE INDEX MAP -�� IMPROVEMENTS TO BE RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION AND REINFORCING WHEN DESIGN VELOCITIES EXCEED 20 N TS LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED. FEET PER SECOND. THE CONCRETE DESIGN STRENGTH 19. STANDARD DRAWINGS CALLED FOR ON THE PLAN AND PROFILE SHALL IN THESE REACHES SHALL BE F'C=5,000PSI. WHERE zCONFORM TO DISTRICT' STANDARD DRAWINGS UNLESS NOTED OTHERWISE. VELOCITIES EXCEED 30 FEET PER SECOND, p 20. THE CONTRACTOR IS REQUIRED TO CALL ALL UTILITY AGENCIES F'C=6,000PSI. U REGARDING TEMPORARY SHORING AND SUPPORT REQUIREMENTS FOR THE VARIOUS fig TRACT MAP No. 36.825 (IP 170020) 0 F1#16s PRV%W er BENCH MARK: NGS 71 A 77 PIDDX5558 REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT No. 170 FEET SOUTH OF THE SOUTHWEST CORNER TEM ESCAL VALLEY Q JAir , OF COLDWATER WASH BRIDGE, .97 FEET WEST WATER CONS DISTRICT 2-0-0050 W W HAI C / N E E fw% h OF THE WEST EDGE OF CONCRETE PAVEMENT '" AND 2 FEET EAST OF THE RIGHT OF WAY RECOMMENDED FOR APPROVAL OVER S PAN I S H H I LLS OUTLET DRAWING N0. p U ► D �' � FENCE. THE BENCHMARK IS A CALIFORNIA 2_0480 O 1= 6879 Airport Drive. Riversi CA 92504 * EXP. 6-30-18 * DIVISION OF HIGHWAYS BRASS DISK ILA U Tel:(951) 688- 2 F 1 688-0599 PLANNING ENGINEER C IEF NGINEER ,�ySHEET NO. U CL Q C rL KMw ba101 IN 2 INCH IRON PIPE AND CONCRETE QWar ft ,,, p -�7 '1JF�. � ►�� STAMPED---BM-71-A-77---. r Aahiar; RC.E 7571t uodr E • 1058:40 NAVD88 R€ . DESCRIPflON APPR. DATE DATE: ' l DATE: d ! TITLE SHEET 1 of 7 _R NAME: U:\mo0*U\F0RWW cOMMUNMES\8738\mi ng Phms 2\Tract 36825\RCFC OUTLET EXT\36825 RCFC 01.& tJS r � } 4 yyisp.} i tsl;f,ji s�IIji.w t QtS 511,iyf�jL�t 3+00 4+00 5+0034 STO RM DRkIN EASEMENT fur E 3 - ---_--. - ' I _'••` � f �t)!f ill l: _ arc _.- -__ ' La_ - r , nR PARA! nRAIIN !IN, 1105 .1150 : FINISHED GRADE 1 100 MKI / - 1145 JINISHEP GRADEi 1 ti I r , - - _ TOR# DRAIN C-L, r - - -- - - - - - -- EXISTING GROUND-,-.,.,,,., i 1 f - -- - -- - -_ - - - -- _ : -- - - 1095 - - 1140 i I f r 10901-_ + - -- - - 1135 60" SD- 4"- D--. __. i RING I• r 1085 - - '- _ -= -- - - w- - - -- 1130 SD. STA. 4+00 -- -- - SCALE: 1 " 10' --- 130.3 ALL X-SECTIONS TAKEN LOOKING DOWNSTREAM -- - -- - t - - __ - -- - --- - - --- --- -- - - -------#' �-- -- - ------ � � - SU RFA E OVER 1080 --- -:_- . --- - -- -- - __. _ --- - - - - - _ - - - i -- w - - C O E SURFACE OVER • PIPE - - , : - s 12" OPTIONAL CONSTRUCTION 1075 - r 4 - - - -- - - - 1120 � _ - - -- - - t JOIN OUTLET APRON & ACU -OFF - - - 107148 � 8 ::: - S�Q� ; : :� ,� TRENCH WALL- PEER SFEET 7 _ -ter {v _ : _ - -_ ---- " -- - NCHOR BOTTOM 4 3 CLEAR TYP. �E}}1OZZ :86f �r LOCATION SHOWN s 12�. BELOW PIPE . 1070 --- - - - -- -- - - - 1:72 • : :_ Z _ -- -- _ GO _ _- 1115 PER PROFILE - - - _ SLOPE ANCHOR BOTTOM - 2 OCITY - + d TO BE 12" BELOW - - - - {TY€.} -qM0 425 CSS -- _ . - - •.� - _ - - - ETI - - - - _ TRENCH BOTTOM 1065 -- V 48: f - 1110 - - - , - _ - Y #4 BARS (TYP) - 4}fl § £fS £f A - -- 4 __ . _ - _42 FP - CONCRETE PIPE SLOPE ANCHOR DETAIL -- - - - . - u 4 fP� - - 49.25 t f - W - - y _ - - - - - 10 42 cFs - . . - - _: - _ D-a9nn; - _ F - NOTES: - - .- -: a� LF -_ : - - - - - _ -- - a - V FPS - X7.2 s � a- -- --- _- _ - - - - _-- __ ___ _ __ _ _ -_ PIPE ANCHORS SHALL BE CONSTRUCT D WHERE SHOWN 1060 - - _ - -- - - - - - _ 1090 1 . PLAN. EES 0 N PER E 7.35 -€ - _ # CR D-29f�Q --_ N6� R T4 - - : - - - -- -1 -R - R --- - - -- - - -- - SPACING- $ ING P,I�CtNG 1$ f MfG T�E� f�+WG - 2. ALL REINFORCING STEEL SHALL BE 4 BARS. CHANNE _it�tI1TS I _�€ - f)CITY-fi'tNt �-H }•5" -D--W" _ - - -_ # MAINT -- - . - -- -_ __ - -. �_� -_ - - ONCRETE SHALL BE CLASS 500-C-2500 CONCRETE. - 't_-1 -- - - - 1 - - = : 7.25 �F -- W 3 - - SfAC�NG I TO . . c - Wit : CUT Ofd-Y ALL RCID pa2OO -- ---------- ------- CONSTRUCTION NOTES: PROFILE SCALES HORIZ. 1 "= 20' O INSTALL 60" RCP D-LOAD PER PLAN VERT. 1 It =5' O CONSTRUCT MANHOLE N0. 2 PER R.C.F.C. & W.C.D. q STANDARD DWG. NO. MH252 q Q O CONSTRUCT PIPE HEADWALL PER CALTRANS STORM DRAIN EASEMENT PER STANDARD DWG. D90, SEE SHEET 6 TW/TF, AND � UTLET FACILITIES, FINAL TRACT 36825 MAP 4 SHEET 5-7 4 SHEET 5 FOR HORIZONTAL CONTROL POINTS q� SEE - - — __ �,, W q CONSTRUCT CONCRETE COLLAR PER R.C.F.0&W.C.D r - , C) f --'_- r �� r-_ � - Z STANDARD DWG NO M803 , 1 i ------ I .00 _j 2 INSTALL VELOCITY RINGS PER APWA STANDARD - �'`� LIN ER --�; ;` d� o - PROFILE) ,� /,� ,,. ,, � -} -�___-� ;� � --- _ _ -_ 1vIH I IN(J�. I i V 383-2 (H & D SPACING PER PR I �, TRa. ACT ,3 LIFE C -CL H- ;! 5 o Q M CONSTRUCT JUNCTION STRUCTURE N0. 4 PER 4 N5 14 7"W f Y- - ► ----- --- - I R.C.F.C. & W.C.D. STANDARD DWG. NO. JS229 � 7 DU : r U a ° �' a ,! INSTALL CONCRETE PIPE SLOPE ANCHORS PER `ST�4:2+97.33 \ ' : •� 91� , ! A � � _,�_ I � " " �`; a ° BE04N° STORM DRAIN 2� 2� d' ; + I - CONCRETE PIPE SLOPE ANCHOR DETAIL ON THIS ° °Ns2 62 5:3249 � _�_ _ , 10+00.t30 LAT---C-2 _ � _ SHEET. U ° `• - -( - ° W 1 g PROVIDE 6" THICK X 6' X 6' PCC PAD CENTERED ttOi - e a E:6 "93455:11 � CURVE DATA Q " _. J _ --_ - - ° , y� ! i LAT C-2, O 1 31 (DZ=22-2ONMANHOLE WITH N0. 4 REBAR ® 18 O.C.E.W. LO 3 2 RA 3 25 + ? 1 R_45. 00 p m , ° o '� i t E I _-•- Or E- ':, ,° ° b_ \ ° ;, I ; t ; i - LO T-8.91 ' , *THE CONCRETE COATING ON THE INSIDE OF ALL =1 7.60 3 .� : -> ° , LOT 10 � � L REINFORCED CONCRETE PIPES MUST BE INCREASED T Z / ; _ c '� ° 11 . BC=3+27.08 { Wt :, gas, o F P LAN TRACT 36825 I _ PROVIDE A MINIMUM OF 1 -1/2 INCHES OVER THE Z Ugy AaT .$: o >` I EC 3+44.68 ° REINFORCING WHEN DESIGN VELOCITIES EXCEED 20 20' 0 20' P1= N:2226211 .0809 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH � , f / E:6193473.0766 IN THESE REACHES SHALL BE F'C=5,OOOPSI. WHERE VELOCITIES EXCEED 30 FEET PER SECOND, ll_ SCALE 1 " = 20' F'C=6,000PSI. U K tol(z rcl7 TRACT MAP No. 36825 (IP 170020) O 1L4W PRB%W er BENCH MARK: NGS 71 A 77 PIDDX5558 REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT NO.. n {n � (/ 170 FEET SOUTH OF THE SOUTHWEST CORNER TEM ESCAL VALLEY 2-0-0v50T Q c OF COLDWATER WASH BRIDGE, 97 FEET WES WATER_ CON DISTRICT q W E N .� / N E E �° . OF THE WEST EDGE OF CONCRETE PAVEMENT RECOMMENDED FOR APPROVAL OVED BY: SPANISH HILLS OUTLET DRAWING N0. AND 2 FEET EAST OF THE RIGHT OF WAY U �sY�9 ft 75731 � FENCE. THE BENCHMARK IS A CALIFORNIA � � 2-0480 • O ti 6879 Airport Drive, fivers' CA 92504 * DiP• 6- 0-18 * DIVISION OF HIGHWAYS BRASS DISK T U UQ Tei:(951) 888 2 Fa 688-0599 cam` KbdM IN 2 INCH IRON PIPE AND CONCRETE LINE C 6 SHEET NO. W1,na�•ue f!' ♦ __ _ -- •• � � � � /e.�/,/� �1jF STAMPED BM 71-A-77 r,�• Q 1lbchef,brAal�ar4 RCE 75lJ1 Anter ` cd�0vu ELEV.: 1058.40 (NAVD88 REF. DESCRIPTION APPR. DATE DATE: I"l DATE: t t STA. 2+97 TO 5+5O 2 OF FlIE NAML- U:\Pr+o*U\F0t040sT C0IwMUNMES\8738\En9irmwing Phme 2\Troat 36825\RCFC oun u Ex1\38M RSC 02.d" I I 11 I , , -,--, �_ ,� �s It{�fi T . �`�r I'll, - , . , � �" , � �i� �I I etr °+I� I I I I, I I I � �,I , "", � i tt a>rdfi _ 11 orf r5, E - s+oo 7+00 s+oo s+oo • F-- -- --r---- : { v a -�--� --- - - --- r--- - - __ ---�----- I t��g -- --- --i----- _____,-_____,------- - �....-----T- - --- - -- - - -- r u ) {c. NOTE. CONTRACTOR TO PROTECT -- ----� --- -- ---- --- - _ ` 10+00 11+00 NOTE: CONTRACTOR TO PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED _ 1155 - - 1155 1150 _ 1150 1145 - 11145 1140 _ _ 1140 STORM -DRAIN CL D GRADE 0 1135 ,� . fW+SFIE 1135 _ _ 1130 _ 1130 1125 1 �_ 3.�8 � _ 1125 � HGL ' _40 _ 1120 __ _ _ 1120 11 &'j 1115 01 0 ROJECTED INU. EtEV. { STA. 1 110 + _ VMAX_ 18 € 1 1 10 33.86 LF .— IV' : {�-- ROFILE' KP D=2.004TO _BE MAtNTAtREt 13Y- MOA PROFILE SCALES HORIZ. 1 "= 20' VERT. 1 " =5' LINE C, SEE � SHEET 2 - \ ACCESS EASEMENT PER TRACT 36825 10+00.00 LAT C-2= FINAL MAP p Z STA. LINE C Q f oSTORM- DRAM °z CONSTRUCTION NOTES. ©0 INSTALL 18" RCP•y!•.. '. '^'. .��. •,�.� D—LOAD PER PLAN �:. 14 ® CONSTRUCT JUNCTION STRUCTURE NO. 4 PER R.C.F.C. ✓ ,. 0 /, :., ,'i`j z.~ ';;'r •r. j & W.C.D. STANDARD DWG. NO. JS229 N5654 CONSTRUCT CONCRETE DROP INLET PER R.C.F.C. & V W.C.D. STANDARD DWG. NO. CB110 ct CL Q BIORETENTION BASIN PER PLAN 2 FUTURE IMPROVEMENTS 3 *THE CONCRETE COATING ON THE INSIDE OF ALL z REINFORCED CONCRETE PIPES MUST BE INCREASED TO Lu Z PROVIDE A MINIMUM OF 1 -1/2 INCHES OVER THE W Q 20' 0 20' REINFORCING WHEN DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE F'C=5,000PSI. WHERE SCALE 1 " = 20' VELOCITIES EXCEED 30 FEET PER SECOND, p F'C=6,000PSI. 100 ( Z*-7 TRACT MAP No. 36825 (IP 170020} o _ FLAW PREPJY o or BENCH MARK: NGS 71 A 77 PIDDX5558 REVISIONS PROJECT NO. � / 170 FEET SOUTH OF THE SOUTHWEST CORNER 2— —OQ509 `t c ��" Y OF COLDWATER WASH BRIDGE, 97 FEET WEST TEM ESCAL VALLEY W W ENC / N E E R s 1OF THE F EST EDGE OF FCONCRE PAVEMENT DRAWING N0. NO. 75731 AND 2 FEET EAS 0 E RIGHT OF WAY S PAN I S H H I LLS OUTLET p V E�•�'e�PA&"m w FENCE. THE BENCHMARK IS A CALIFORNIA 2-0480 p I-- 6879 Airport Drive, ' erside 92504 * �• 6-30-18 * 4U 'BRASS DISK Q; V Tel:{951)688-0 41 x: 8-0599 NVI2I�NCH FIRONHPIPES AND CONCRETE --- - - - --- f6�4xx SHEET N0. Q Lftbr d10 ,F Zd'�/ I�' � ►�� STAMPED BM 71 A 77 LATERAL C- +bP*M w K � � Ode ELEV.: 1058.40 NAVD88 REF. DESCRIPTION APPR. DATE 4 ' OF 7 O FILE NAME: U:\Projects\F0RD*W 00MMUNMES\8736\Eng1neering Phase 2\TroCt 36825\RCFC OUn-ET EXT\36825 RCFC "-d" Z S 4 s T'yyp sY, qy1 � 1 1 41.,2i'4''W�,L- SLOPE GRADING PER HORIZONTAL CONTROL POINTS TRACT 3x825 MAss r l z� k��� � 7`z � GRADING PLANA ,« ; 1 �, POINT NO. DESCRIPTION NORTHING FASTING - ------------------- --- - - - - _ IL - __, - - - - N - L- - - - `" 1 CUT OFF WALL GB ANG. PT. 2226334.1524 6193442.9769 _ ; - -- - - - - -_ -- ,! e � / _ _ rL x � p -- - - - _- { / /� it __- - - - ffl i , 3' ,' ' T3 , „ _"- 4„ tAa TASK 2 CUT OFF WALL ANG. PT. 2226329.0192 6193446.7047 - 0 1 11 - ---- - " - r ,44 . `y - _ ` i 1 UT - , C OFF WALL ANG. PT. 2226315.8865 6193454.3 7 ® 3 6 - -- - o �h � - - --- - -- I; i ' I ------- ------ _ / I __.----- __.--- - " i'`' - / .7 ivc <et��nE�` jl� ik f4Yl --------- / _____ " CUT OFF WALL ANG. PT. 2226309.3 509 6193461 .9312 ``" �l _- i 1 ------------- _ _ _ sr2 }n,+, �eS r = il i p Q - - --- - _ --- ; 11� 2 __ --- I .________._ - , ; / / Q CUT OFF WALL BC 2226301 .0283 6193477.2477 11 X01- .11-1 11-1 : le,­�__ _ „ ! 1 - . --__ - _ ® CUT OFF WALL EC 2226291 .5387 6193481 .7636 � ---- - - -- -- _ . �� i I I 1 : I � �f f 4 __---._.______-__- -i- - %, _- -,' , 11 '- i _ y-.. _ Imo,- 1 ; 7 r a#5t7 n 5n 7 CUT OFF WALL END 2226259.3693 - - - 2 -- - _-- _- / ; � I t 6193475.2854 1 _ r, �Iks' j - --_- - 1 - - 1 -' - -T - _ 12 �i �-� I ' LLI W j: �� - _ - t {�' 1§z its{� 1 8 CUT i �,' i?I1, -_� o OFF WALL GB 2226324.6469 6193430.7243 = N41'13'25"W 97.84' - =y - - .83' R=58.00' ' N45'00'24"W 56.45' f J bas �4, 3', , V) 170 r> - - L_12 -,- - --r- �- L i 7 s{ 4 Fa Q CUT OFF WALL GB 2226322.0111 6193427.3269 P S � D ► D " - N46'52'43"W 28.81 - _.�'pp""� 'of 3l Iii G �_ p L-7.1611 :; 1. •_ . a� l . . �' '. .75 -38 r o'' R a. W o 1 0 CUT OFF WALL G B 222631 . I ,. .. ; 5 8814 1 6 93419.4258 f .. `4• M1 O •1 •• • • ••••• t` W -• 'D J t 4 vi I t • • • Ftx: 1 .) • }' J • • .,.. D •e 1' p4 -,"1 P r 1••• //�� - t �/ / V '-i• r• _ NAM I I,> 1 r• 1 1.. 1. t :• .. 5 a CUT F '� ' U OFF WALL ,. GB 22 26310.9777 - f? 6193413.1 050 ,. co 7 f - .. . t D ,: o .� 'D •-a• C D f� 35 '�� ., r G I •r- r o o .. W � � . .. { •• Yom• 3 ,r CUT OFF W �•t 41 ALL G B 2226304.84 'i s. 80 619340 5.2039 � �'� • . • • `,\ ♦r Y 1, L i II /^ LLJ 1 t Z ) ♦ i I l i! .. • t •W •J• + t V f , .0%'D '! _ 15 , J 0 (� I� {� 4�T r CUT OFF WALL GB 22263 '� � % >.:.� 02.2122 6193401 .8064 .� ., •, •. I• x, t. T -- % H � N41 13 25 ,- -�-� -____ _ �R 51 •� - . U W 169.54 - - - - D �;� ' ... _ - - - - - _ �,F ® CUT OFF WALL BEGIN 2226292.6857 6193389.5270 - _ _ I- a _- - - _ 1 - L� _ _ - " = - _i--N45'00'24"W 56.45' i - - 5. _ - - 40 - 2 Q - 3 R 53.00 - - L 10.93 A R 0 15 HEADWALL END 2226260.4964 6193465.6627 11 _ - L� _`_- _ ,, , 1 - _ - - - - -N46'52'43"W 29 06 rt -- _ - - - �- - d',r HEADWALL ANG. PT. _- ® 2226248.6202 6193463.4875 _ '`�� 1-' r - _ --- - _ - 111 --- - 13 _ _ �,_ 17 HEADWALL ANG. PT. 2226240.4320 6193447.9502 -.._" 112 le - - �- r _ 1 13 f ® HEADWALL BEGIN 2226260.9009 6193410.0687 .- - _ I i�, t, �y �r _ _ 9, ' rlr ® CUT OFF WALL BEGIN 2226271 .8929 6193389.7252 T ;�1�i� - - -" - 5��a'i! 11 ��e. _ _ 11 , �l_r _ _ _ _ _ �- ;� o- s -r_ ®0 CUT OFF WALL END 2226260.9146 6193410.0432 11 .. SLOPE GRADING PER LOT LINE ( CUT OFF WALL BEGIN 2226393.0448 6193328.6767 TRACT 36825 MASS GRADING PLAN A t1 Q CUT OFF WALL ANG. PT. 2226393.3958 6193345.9171 ` i l CS ( } 23 CUT OFF WALL ANG. PT. 2226397.6230 6193343.9776 ; til v/ 24 CUT OFF WALL END 2226396.7536 6193373.6535} r l , ` iiii ,2 THIS TABLE CORRESPONDS TO POINTS ALONG CUT OFF WALLS AND HEADWALL H t,' 1'1 �,�, s3 ON SHEET 6. POINT NUMBERS ARE LOCATED WITHIN A RECTANGULAR OVAL. LOT LINE SLOPE GRADING PER � 1A � TRACT 3x825 MAss MATO H LI N E, SEE ABOVE GRADING A - _ � -= t _ �� -. - " ' . ��� 1 _r - �1 _ 1 • __ (`1 �. 11---][ • , \ \� �•`�` - ,� • - �w � . , \ , � � - � - jL LOT 1 /�CES� EAE�INI? _ - - 2 _2 ,. �\ I I ��ii'�'� ,_X 11 ITRACT 36825 PER TACT \ 3,�6�2 _-1 - .. �, _: . 11 \ \. I'll -- / � I - ,- � FINAL MA :.: ' .• . • t - - �y - _ • -• . .11 _- ._ _ F - =38.00 _ _ :. A; - - ' �k. - , . - - - . ' 7 � _ - - - �� ;I- y=am A ' _ - - -" -� _�_ __ . 1 6' N74'15'43"E 4.92' 49 L4T fi0 E :. - O TC ' 36825 ,�. :R�S�� - _ © / _ _ } r` 3. -; -- _ . - Z LIJ Q _ - -- " - - - -- _ 1. :'.� = _ . • - - - Z r^ - - • • .. a - - - 8 _ __ / c� \ - - - A .. SD EASEMENT PER -- _ _ c� 1 0 . - , : - � TRA / , • _ 68,2 F - .- NAL MI I'll Q r -- - _ _ - 3 A i 1 ,145. - •� >% P - ; C� - 4 _ -- = cn -- CT -11 _ , 2 ,, FG GB �� r - .. _ ` Q 8 �'11,1111,6111 -_ _ / -- - �_1 �'fl I to /; V) ill _ 3.00 N44 59 36 E 92.20 _ - G' 13 . , _ _ to G.7 ., � - -- i / z _ O /. . d- \ -. �p ,� r C� . . t �• ly i .. R-40. 1 Z R' 5 o zz 1_e ` ',.. •: �' t _. :- : 1I / �/ • - •• .. .. t 'r• - i V ,.,.. - - :: �, /,o _ ;. . s . . . - , .. f _ ,.. _ - Q , 6 �y, t 7 ,. z 1. - - 'L /� is . . J , . � . - r - T �, _ ' - - r CQ _ '� 3, R�5 - , m + _ _ _ cn . . , . .• •. . _ , :.' - i t :; F` t _ Q : •`' __ i i . .. , - C7 _. ,.. . , w U ` ?4 - . : - 7 . . . . 1 a�O�. i _ _ .. :. _ u - . - . . . • . . . J ••--�� oI - 1 \ % - - - - 3 ;, '�. : -f wn t , . . . . ; - ./ I - - - - r> 1r -. 7- --{; a- - - - _ L� __ -- - -"�` - t ; L ,, - - < - _ r - �.-- f ff t ' ----- - - _-------- - ._._._ _ _ R_ 53 - ` .00 - N44 59 36 E 92. / � 3 /,,% t _ -1 20 / 11 W 3 W I ? W CONSTRUCTION NOTES: I Z U " SLOPE GRADING PER uj Q © INSTALL 3 THICK CLASS 2 AGGREGATE BASE ACCESS TRACT 36825 MASS . i.z4 A, a ACCESS RAMP TO LINE "C�� ROAD (95� RELATIVE COMPACTION) GRADING PLANAILL „t o ® INSTALL PIPE SWING GATE PER R.C.F.C. & W.C.D. ° {� UL 0 UTLET STD. DWG. N0. M820 0 30' 0 30' �Y� �� rsl © TRACT MAP No. 3 6825 I P 1 X0020 ' i 1 ,1 2 INSTALL TYPE "D" CURB PER COUNTY OF RIVERSIDE F' �er Fm-TTBENCH MARK: NGS 71 A 77 PIDDX5558 REVISIONS RNERSIDE COUNTY OOD CONTROL PROJECT N0. . �x�>' SCALE 1 = 30 Q �Qj 170 FEET SOUTH OF THE SOUTHWEST CORNER i$ 2TEMESCAL VALLEY 2-0�- CO =>I Q a ti �r OF COLDWATER WASH BRIDGE, 97 FEET WEST WATER CON DISTRICT �� `�'' OF THE WEST EDGE OF CONCRETE PAVEMENT > ` W l j E N G N E E R Si AND 2 FEET EAST OF THE RIGHT OF WAY REcoMMENDED FOR aPPRovAL ROVED BY: SPANISH HILLS 0 UTLET DRAWING N0. ''Lj1' } /'f� -n-vey*V N0. I FENCE. THE BENCHMARK IS A CALIFORNIA 2�0480 " �i"4 � it O 1= 6879 Airport Drive. ivers' 92504 * D� 8-30-18 * c. � UQ Tel:(951) 688- 4 ax: 5 88-0599 DIVISION OF HIGHWAYS BRASS DISK _.,_ t6qAi / (, IU u�a.r �� � ` \� K IN 2 INCH IRON PIPE AND CONCRETE ACCESS., ROAD SHEET NO. Lr_ Q p� S1�aMson of '��pc' � ► �M SIO STAMPED---BM-71-A-77---. r ' ` +J'�s � 7WI ate ' ' ELEV.: 1058.40 (NAVD88 REF. DESCRIPTION APPR. DATE DATE: /7 DATE: I� �1 HORIZONTAL CONTROL TABLE L '� 11 FILE NAME: U:\Pr0*ft\F0REM0ST COMMUNITIE5\8736\Engineering Phase 2\Tract 36825\RCPC OUTLET DCT\36825` RCFC Lo ,d 4 N88'57'4 "W 58.42 ` 1 r 1 *J •i� 'r• __ i ad5 ,p ? s -0 _____0 --- •.S • _ y , \, l v v nt\+s1 ;t �� i \ �.o a ,, _ /� I ® CONTROL �� � INDICATES HORIZONTAL -- TRACT/ 3682 POINT. SEE DATA TABLE ON SHEET . ] BOUNDARY 24 1 / ! , 21 I 22 S.D. EASEMENT i w - PER TRACT 36A� I NAL MAP � • } �� �`�r o - , ,{ --- . 5 TRA 36825 -- . _ A o '---- �\ 4 o T 31 709, - _ L A - ti - , 4 » p A \ , ►� - - ,� •/ `,. 2 � � O GR TED RIP- cP \ X, i }! , a ,a - 1 _ it - O _ 1 , ! _ ]\ j AYLIGHT 1 O01 a \ _ f f1 - , ' • � 3 0 FULL DEPTH t , GROUTED RIP-RAP 4<7 o41 \ .o ( ) Yl • 'CTL . � A \ o _ _ _ _ - t - - S.D. EASE T MSN \ -F - ,� �. \ , _ , , - = , \ , . , ,, N52 11 44 E 15.57 _ PER ACT 36 „ _ _ � \_ . � _._ �i' , $'2 �O , Vii, ` _ \ \ _ / h n FINAL _. o w S �:' N35 59 16 'W 8.51 0 O a v - _ C) r o n 9 , ,t _Q 2 v' _ �i :�,. ,�-'. —_, w, �I =-i ,�! ,.tea .:_I { ,�I .:moi ;,=.d :>a =_a .�-] { �? \ . . , . , . \; N30 09 55 W 14.95 \ \ ' F \ :�_ �, �, rte, :- , , � c tP ,. , ? \\ t _ - � J - Q `\ C \ D aa ,^/ ...V ... J ,. i i_-! :. . =.1 :_. v. _... .tea' , '• \ \ ', ', -- N-- � ., .- ,. , .: ,. :ter •.;moi { �3 iv { ^\ j 1 , o _- - _ - a •. , ,EMENAccESS � 3 16 56"W 6$2N49PER TRAC5 a - » FUL EPT 9 - . .47 5 \ , FI NAL M \ \ J� -P OTD RIF' AP __r= \ i <7 219 4 'L 5 to a TY ,- ,• �• 1S' �� 1 \ 0 o a o lSa - y \ \ ��. •8 a 5 a �! �, 4 O c J J 7\ V O /� 2 14 17 a - Li 17 4 41i 'A ', r LJ a 1104. 1 \ O O a , 7 4 o Z \ 11 8 / \ \ a LLJQ ,O\ F`��G , \ U O 4 7 d , 4 d n69.0 w t 4 �; , \ o -._ A 8 " yr 4 \ Q \ Q \ 4 , J \r r S L� — 4 \ O `\ 4 �\ Q 4 \ 4 O a 10 Os G 4 ry i d \ QD\� a a �Q 9 �M \� a � ,ry19 Sa. Q a� o rn Z \ Lu ( 0_10' _ \ �' 6 � a , a cfl o15K I �� CCESS EASE NT ti 20 a � o ��ir o i a 15 R TRACT 368 5 \ 18 3 rn o a N .----� CL FINAL MA ' '05 ® LINE »C» OUTLET a r �` U LET ACCESS G Q ce �, \ LF �F CABLE < \\ RAMP AND 0 UTLET STRUCTURE 70, PE ALTRANS STS. R o _ 1 s __ , . y W 3 \ %� o \ ® CONSTRUCT V-DITCH & CUT OFF WALL PER B11-47 Z C 0 N STR U CTI 0 N NOTES: \ Gj� DETAIL "v-DITCH DETAIL" ON SHEET 7 4 ° % = W CONSTRUCT PIPE HEADWALL PER CALTRANS l f BROW DIT TO BE 6 O STANDARD DWG. D90 CONSTRUCT 6 WIDE RIBBON GUTTER WITH A MAINTRi __ - - o -5 2: © �\Y NED B dA - -- 4 DEPTH OF 3". ------ _ ,—gyp O CONSTRUCT 1/4 TON CLASS RIP-RAP, OF _ - - - 3 INSTALL MIDWEST GUARDRAIL SYSTEM PER CAL 10 0 10 _- f -_ �_______ __ 17 P E p 2.7' THICKNESS, OVER 9" CLASS 2 '` ® y 4- AGGREGATE BASE OVER 1100N MIRAFI FIT P TRANS REV. STANDARD PLAN A77L1 �� �� --- - - ] - --- _ k 1085,.. ' Z f LER » �9 8s\ 8 .N27*39'11 "W 20:58' O FABRIC; GROUT WHERE INDICATED PER PLAN INSTALL TYPE D CURB PER COUNTY OF SCALE 1 " - 10' �\ �' RIVERSIDE STANDARD NO. 204 O7 INSTALL 6 THICK CONCRETE (CLASS A) WITH � � - - N27'39'1 VV 39.38,- TRACT MAP No. 36825 (IP 170020) E- #4 BARS ® 18 O.C.E.W. PUW FA9*M e►R � BENCH MARK: NGS 71 A 77 PIDDX5558 REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT N0. Q g PROVIDE VEHICULAR TURN AROUND AREA PER r !! 170 FEET SOUTH OF THE SOUTHWEST CORNER TEM ESCAL VALLEY O R.C• ti , OF COLDWATER WASH BRIDGE, 97 FEET WEST WATER CONS DISTRICT —0-00509 F.C. & W.C.D. DWG. N0. M827 h ' UQ W _ "CUT—OFF HN G / V E E R%9 " • OF THE WEST EDGE OF CONCRETE PAVEMENT S PAN I S H HILLS OUTLET DRAWING NO. ++ RECOMMENDED FOR APPROVAL OVED BY: v 11 CONSTRUCT CUT-OFF WALL PER � �,e AND 2 FEET EAST OF THE RIGHT OF WAY Q — » Y�A►en� �• �1 FENCE. THE BENCHMARK IS A CALIFORNIA g. V WALL DETAIL A ON SHEET 7. Te(9 Airport Driv R070 . Q 5e, 8892599 * � 6-30-18 * _ 2 0n DIVISION OF HIGHWAYS BRASS DISK 2-048V • UCLQ ciy�� IN 2 INCH IRON PIPE AND CONCRETE SHEET NO. CL CONSTRUCT CUT-OFF WALL PER "CUT-OFLkmbr to F �� STAMPED---BM-71-A-77---. Q WALL DETAIL B ON SHEET 7. R 731 � ' '` ELEV.: 1058.40 (NAVD88) REF. DESCRIPTION PR. DATE DATE: DATE: I � � OUTLET FACILITY 6 OF 7 FILE NAME: U:\Pr0*ft\FOREMOST COMMUNMES\8736\Enyinesdn9 Phase Z\Tract 36=\RCFC OUTLET EX1\381M RCFC 05-07.411" 140' 4w liw �, 122'-0" 16'-8" 1068.0 7 FS 7 \\, �\ \. EXISTING SURFACE ;/�\ • //��\v\\/ %, %\ \//Ay/\ II \ // , , , / v \"'V\/ v, /v / 1 I 1 _ ROPOSED CHANNEL y /�v// 2 \ BOTTOM FINISHED SURFACE _ - - - - � '­\/ vv' :,/ , /v �y \ % %%y ;/v ' _ _ / / i / \ \/ \// // ///,\ \/ XISTING SURFACE - - - ,�, OS i. \, A. /\j\ PROPOSED CHANNEL 11 7 S / ; '�'%� �';% y//; `. ,\w '` 5 BOTTOM FINISHED SURFACE - _ _ _ - - - - -- - "� / / �,�,v, v ; ;� w�j�\Z ;l// �.;v�, S I Ir _ _ - - _ _ _ 17 A / \/\ \ \/; /\\/\\/\\ / \ ` \ 2.11 % - - - - ,J - - '- �, '' \, \ 1�1V \ _ _ _ _ : —,; ._ �� �J v__ �_ J ,: r. v i _� x a J %`� 1 - �, \ / i i i' \-C 1 �,' / '/ \ \ ' =< < \ ,/ '�� 11% � "' - / ' L \' \ \ \ �\ - :\ \\ % \ \ \ \ ° i J \`. ,> \ o `� o 0 0 0 �o 0 0 / / / j \\ /; \ \' '� / / ,' %/ i` / \' \ \ \` i \ i / / / / / / j \• .\ \ I I \ / / \ \' I /,. \ \ / \ '� i' i \ \ i� /' /. / i \\./ / / i / / / \ \ \ i \. \ / %/ \ \ \ i \ / \, \ \ \ i / / \ % / /. i. i, 11, i' i N / /. % \ \ j. \ 11 j. \ \ / / \. / ,j. <' / \ AR, VE' , / ll� i ; \ \ 'i. \. �111R' �' ')' i' / AI= \ A Q / i 'i i i �i '/; 11 \ \ \ / \ ll, \ \' / i i / i / < / \' \ \ 11 ',� "'I" "I �I , 1, ,,� �"",''," \�l , �� "\�'' ­� \ ,�\ ��] �� " 1�11_ " ",I/ �,, /\,\",�� ", '' ", I '' 1, I I \ � . \ \ \ / i \ \i /' / i" / 'i \ / I 'V / I 1, i \ \ \ \ \' \ \ \ \ ;/ \\ , ' \ \ LINE C OUTLET STRUCTURE SECTION A—A SCALE: 1 = 5 1 '-0" FLOW -11 • ., . I . 1. A' . j TON CLASS RIP-RAP, 2.7' •. • THICK (GROUT RIP-RAP PER /—NORMAL DEPTH: 3' >_ - . : • 39-099 ABOVE CHANNEL 3 -0 #4 BARS 12 il HEREON) AND SECTION B-B FULL BOTTOM W/ 2' FULL " N� 0.C. (TYP.) . . N DEPTH FREEBOARD DEPTH 6x6 -W1 .4 x W1 .4 W.W.M. ll-6#0 VARIES (1'-6" MIN. �. . GROUT GROUT CLASS B CONCRETE o�� • . • . _ 1 7 �- `--EXTEND CONC. TO MIN. ° : J 2.� ,� �, » •��' w 2 �' � - ELEV. 1272.0' WHERE ( 9 • • ° I -At 41-490 10 -0 10 -0 4 -4 ' �, ,� ° ... • I '• a • .- <v �. . .. �j INDICATED PER PLAN ' ° " CLASS 2 \\ 0 ^ e /\ V I 5 r `�\ �� co °: cv �. P P P o P P P a P P P AGGREGATE BASE AS v !y'� >\'' �' ALL EDGES TO BE TRIMMED SMOOTH �'' - '� \ ) a FILTER MATERIAL VA -/ A/� - - __� v , �, . ' ' V\;;�'/; ; ,I .v . 8'-0" o --moi- CLASS B CONCRETE •. . /.''i 0 1100N MIRAFI FILTER FABRIC y v v\v �> o ` - ,v ��' #4 BARS 12" . v , I i '/ Jr \ '. /V\/ `,/ \ /v v z �J v 1 A. \r\ \i \/ \/ \ \ \ , �. - v, �� o r ��� "V— DITCH DETAIL" o.c. (TYP.) v ,' 11 � N.T.S. v ,/ v v, v / i / A v v v v vv CUT—.OFF WALL DETAIL A v/ v > , I v v vi / / / / . 1100N MIRAF . SCALE: N.T.S. / //v/ // / FILTER FABRIC SECTION TAKEN VIEWING DOWNSTREAM #4 BARS 1.8" 1 '-0» O.C.E.W. (TYP.) LINE C OUTLET, STRUCTURE SECTION B— B . . .',: '.a`•.• I• . `•.•: ::: . . . .: . SCALE: 1 " = 5' : . : . ., •. ° , o 0 0 0 0 0 0 0 0 0 0 0 o a o � • ° Z 3 d, Q4 0 0 0 0 o a o o a o 0 0 0 uj Z Q �EXISTING GROUND �j ° a Z o HEADWALL (BEHIND) ELEV. AND HZ CONTROL N ., a P P a a a a o a a a POINTS PER PLAN, SEE SHEET 6; HZ .• Q \\ CONTROL POINT DATA TABLE ON SHEET 5 I" Z \ ° \\ ..',j` °' Q \\ — — — — — — — — - . (' CONSTRUCTION NOTES: \\ \ . �'I I -\ l 11 " CLASS 2 Z O CONSTRUCT PIPE HEADWALL PER CALTRANS \\ �/ I 0 RCP PERI \\ AGGREGATE BASE STANDARD DWG. D90 \\ /� i o SHEET 2 \\\ COMPACTED TO 95% L. 4 BARS 12 RELATIVE COMPACTION OV O CONSTRUCT 1/4 TON CLASS RIP-RAP, OF 2.7' \ I I \\ q W THICKNESS, OVER 9" CLASS 2 AGGREGATE BASE, S'1 \\ I . I \\ 5�4P 0.C. (TYP.) LASS B CONCRETE S XTEND CONCRETE � cr \ 1 i m OVER 1100N. MIRAFI FILTER FABRIC; GROUT WHERE �Op \\ �' I � I 2• U INDICATED PER PLAN F TO 1072.0 - SEE 1 \ I - w _ �. PLAN VIEW SHEET 6 \\ , o � I CUT—OFF WALL DETAIL B � � 7 INSTALL 6 THICK CONCRETE (CLASS A) WITH #4 � � I 1 SCALE: N.T.S. CL BARS ® 18" O.C.E.W. 7 I i I Q 1. I I . . - _ - - - - _ _ _ - \ rA. _ - - = 0 CONSTRUCT CUT-OFF WALL PER "CUT-OFF WALL :!:t!! '- . 1. _ W I- DETAIL A" ON SHEET 7. - _ _ - - - - -L_ 7' - , W 3 2 CONSTRUCT CUT-OFF' WALL PER "CUT-OFF WALL - - - - -r.r.�.- �. :,- - - -- :..- - -- -�.T-- — °-: -r..r.- - - --.� .A.- - - - .-. -;.—I W I i. "�' : 4 _ I DETAIL B ON SHEET 7. 4:'.: �.. - .:, . : . . 2. -A •j• � ...-:' IV. 1. .. •: . ._ . Q ® CONSTRUCT V-DITCH & CUT OFF WALL PER DETAILz 11 .. ► ., TOP OF FOOTING - ELEV. ` - - ' - y -• - - - -.� -�. _A_Z._ - -'--# - . .�- - - - -_ � . . - _ - - - - � � _� _ _ �: I :x 'V-DITCH DETAIL ON SHEET 7 PER PLAN, SEE SHEET 6 z LINE C OUTLET STRUCTURE SECTION C—C Q) SCALE: 1 " = 5' 1 ' o ,pc# I lzj. V�17 -TRACT MAP No. 36825 (IP 170020) ams er BENCH MARK: NGS 71 A 77. PIDDX5558 REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT N0. ii �fES to ,�,p 1 170 FEET SOUTH OF THE SOUTHWEST CORNER TEM ESCAL VALLEY Q a ti4�' JAY OF COLDWATER WASH BRIDGE, 97 FEET WEST WATER CON DISTRICT 2-0-00509 • �' OF THE WEST EDGE OF CONCRETE PAVEMENT RECOMMENDED FOR APPROVAL ROVED BY: S PAN I S H H I LLS OUTLET DRAWING N0. W W . MAINTENANCE NOTE. E N G � N E E R S � � � AND 2 FEET EAST OF THE RIGHT OF WAY Q Q. V THE H.O.A. IS RESPONSIBLE TO MAINTAIN ANY AND �" ey*w P-huy w NO• �1 FENCE. THE BENCHMARK IS A CALIFORNIA 2-0480 ;., , O ti 6879 Airport Drive, fivers' 92504 �t EXP. 8-30-18 �Ir ,j f .L �, � � c,� ALL RIP-RAP SHOWN ON SHEET 6 & 7 ASSOCIATED Tei:(951) 688 41 a 688-0599 DIVISION OF HIGHWAYS BRASS DISK ., �.� .:.� .- .._.__ 00� / V (L Q » IN 2 INCH IRON PIPE AND CONCRETE W 4. (I WITH THE LINE C OUTLET FACILITIES. u�a» l0• , c►v►� �� A ___ _ _ _ ___ ?&f X SHEET N0. a!o gvwwm of cd balm 0 yn STAMPED BM 71-A-77---. •• Q Jw R� 75731 Dair '�w ` ELEV.: 1058.40 (NAVD88) REF. DESCRIPTION APPR. DATE DATE: DATE: � tol SECTIONS AND DETAILS 7 OF 7 V FILE NAME: U:\Projects\FOREMOST COMMUNMES\8736\Engineering Phase 2\Tract 36825\RCFC OUTLET EX'1\36825 RCFC 05-07.dwg