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962oo_sdN19'20'SN 00 c \ I! PLAN SCALE: 1"=20' NlT20'52*W J fi C ENGINEER RCFC/ DESIGNED BY: B.P.W. DRAWN BY: E.D.T. DATE DRAWN: MARCH 20314 APPR. ATE 1 APPR.' DATE INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM EXIST. R W 88' EXIST. 1445 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING PROPOSED STORM DRAIN LINE UNLESS OTHERWISE NOTED. J, SECTION AT STA 10+50 10 0 10 SCALE:1 "=10' tSTCM QRM CONSTRUCTION NOTES 50 PROTECT IN PLACE EXISTING 66" RCP, REMOVE EXISTING CONCRETE BULKHEAD AND CONNECT PROPOSED 66" RCP. 54 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M803. 61 CONSTRUCT 66" R.C.P. "D" LOAD PER PROFILE. 68 SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT WITH 4"MIN. A.C. OVER 12 -MIN. A.B. (PER STREET PLANS). PIPE TRENCH AND BEDDING PER R.C.F.C. & W.C.D. STD. M815 (NORMAL CONDITION). TRENCH BACKFILL PER CALTRANS SPECIFICATION SECTION 19. i 20 0 20 SCALE:1 "=20' APPROVED BY: Q��(pyRIVERSIDE COUNTY CONTROL M;mw Thienes Engineering, Inc ��``' s F, WATER CONSERVATION DISTRICT CML ENCS/AiEDWALi # LAND SURW"NG c� cam++ W �+ RECOMMENDED FOR APPROVAL BY: APP vV 14349 f7RE5TDNE BOULEVARD � o_ LA M/RADA, G4L#VRN14 90638 * R.0 E NO. 56155'- m (71 6155rPN(714 1-48 FAX(714)52f-4173 Jp Exp. 12-31-16 T L DatetDATE: 8102 TE: �76 R HARD STENZEL V RCE NO. 5615 1 PM 33530 1 PP 23332 IP 130041 PERRIS VALLEY MDP PROJECT N0. 4-0-00451 LATERAL J-8, STAGE 2 DRAWING NO. 4-1080 LATERAL J-8 SHEET NO. STA 10+00 - STA 13+50 2 OF 16 i`(oz 0OaLast 0 8/19/15 0:\2W0 -28o-zs99\zazl\sroRM\REVISEo 03-16-15\2821_SD-82.aw9 _k N19'20'SN 00 c \ I! PLAN SCALE: 1"=20' NlT20'52*W J fi C ENGINEER RCFC/ DESIGNED BY: B.P.W. DRAWN BY: E.D.T. DATE DRAWN: MARCH 20314 APPR. ATE 1 APPR.' DATE INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM EXIST. R W 88' EXIST. 1445 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING PROPOSED STORM DRAIN LINE UNLESS OTHERWISE NOTED. J, SECTION AT STA 10+50 10 0 10 SCALE:1 "=10' tSTCM QRM CONSTRUCTION NOTES 50 PROTECT IN PLACE EXISTING 66" RCP, REMOVE EXISTING CONCRETE BULKHEAD AND CONNECT PROPOSED 66" RCP. 54 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M803. 61 CONSTRUCT 66" R.C.P. "D" LOAD PER PROFILE. 68 SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT WITH 4"MIN. A.C. OVER 12 -MIN. A.B. (PER STREET PLANS). PIPE TRENCH AND BEDDING PER R.C.F.C. & W.C.D. STD. M815 (NORMAL CONDITION). TRENCH BACKFILL PER CALTRANS SPECIFICATION SECTION 19. i 20 0 20 SCALE:1 "=20' APPROVED BY: Q��(pyRIVERSIDE COUNTY CONTROL M;mw Thienes Engineering, Inc ��``' s F, WATER CONSERVATION DISTRICT CML ENCS/AiEDWALi # LAND SURW"NG c� cam++ W �+ RECOMMENDED FOR APPROVAL BY: APP vV 14349 f7RE5TDNE BOULEVARD � o_ LA M/RADA, G4L#VRN14 90638 * R.0 E NO. 56155'- m (71 6155rPN(714 1-48 FAX(714)52f-4173 Jp Exp. 12-31-16 T L DatetDATE: 8102 TE: �76 R HARD STENZEL V RCE NO. 5615 1 PM 33530 1 PP 23332 IP 130041 PERRIS VALLEY MDP PROJECT N0. 4-0-00451 LATERAL J-8, STAGE 2 DRAWING NO. 4-1080 LATERAL J-8 SHEET NO. STA 10+00 - STA 13+50 2 OF 16 i`(oz 0OaLast 0 8/19/15 0:\2W0 -28o-zs99\zazl\sroRM\REVISEo 03-16-15\2821_SD-82.aw9 14+00 15+00 16+00 THE CONCRETE bN THE iNst OF ALL RADIUS FORCED CONCRETE REINI PIPE:,MU'S7rE INCREASE) P.I. COORDINATE TOS PROVIDE A M OF T.5' C OVER"INIMUM Tf LTY t "REWFORCM WHEN THE DESIGN AVE fEXCEE )S- 701 FPS. IPIE CONUKUE U ION SI f'C' 5,000 FSt FOR VELOCITIES EX-- EDt7NG:20 A 42.63' Ahl� f'c-6,M PSI FOR VELOCITtErS-E XC XCIEEIDING E FPS INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM 24' 20' STORM DRAIN EASEMENT SEWER LINE ESMT._ C/L 39.70' 1 1 20' 72 rl m 15 S§ cy; Dc N89'4552 -V P/L 68 E. 15+17 40 IAT _I_R 3" CLASS 2 BASE EX. GRADE CAN. GRADE PROPOSED DETENTION BASIN RCP STORM DRAIN LINE SECTION AT STA 15+50 10 0 10 SCALE: 1 "=10' CURVE TABLE STA 14+38.32�B0 RADIUS LENGTH TANGENT DELTA P.I. COORDINATE A 45.00' 50.54' 28.31' 64*20'52" N:10661.99 E:10739.82 B 54.00 42.63' 22.50' 4514'08" N:10618.31 E:10696.15 17 i 1473.35 LATERAL J-8 AND J8-8 Sin I-T-rf /.ju STA 13+50 - STA 17+00 3 OF 16 Woz co Lost Update:8/19/15 0.\2800-2899\2821\STORM\REVISED 03-16-15\2821-SD-83.dwg FG tK 74 A 'r' STORM DRAIN BEGIN PIPE HAS SM 1 N45'00'00 72 rl m 15 S§ cy; Dc N89'4552 -V P/L 68 E. 15+17 40 IAT _I_R 3" CLASS 2 BASE EX. GRADE CAN. GRADE PROPOSED DETENTION BASIN RCP STORM DRAIN LINE SECTION AT STA 15+50 10 0 10 SCALE: 1 "=10' CURVE TABLE 0 RADIUS LENGTH TANGENT DELTA P.I. COORDINATE A 45.00' 50.54' 28.31' 64*20'52" N:10661.99 E:10739.82 B 54.00 42.63' 22.50' 4514'08" N:10618.31 E:10696.15 DRAWING NO. EX.q STA 10+00.00 LAT. J8-8 STOW QRM CONSTFMTM NOTES -77 CIL DINT. L L53 A A=55* E I=42", C=6.10 ,CONST. C/ 611 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. MH252. \STA 14+761\82 \DC BEGIN PIPE 1459.9CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STD. DWG. MH254. 9 INV. "S" x 1460.00 INV. "R" CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C. & W.C.D. STD. DWG. M816. 5 C ------60 CONSTRUCT 42" R.C.P. "D" LOAD PER PROFILE. 3 NO 61 CONSTRUCT 66" R.C.P. "D" LOAD PER PROFILE. +7 .1 t i �,L�jj SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT WITH 4 -MIN. A.C. \4c GUTTER v OVER 12" MIN. A.B. (PER STREET PLANS). PIPE TRENCH AND BEDDING PER V R.C.F.C. & W.C.D. STD. M815 (NORMAL CONDITION). TRENCH BACKFILL PER V,N A-20'5CALTRANS SPECIFICATION SECTION 19. N V CONSTRUCT 15' WIDE 3" THICK CLASS 2 BASE. 4 Lot -\ K. R w Z�tvvtn CONSTRUCT 20' WIDE DRIVEWAY PER R.C.T.D. STD NO. 207. I \ i PLAN 20 0 20 13�QQ S�� SN� ' SCALE: 1"=20' SCALE:1"=20' REVISIONS ENGINEER RCFC/ DESIGNED BY: APPROVED BY: Qgrj RIVERSIDE COUNTY FLOOD CONTROL P. W. AND DRAWB. N BY: 400TIMenes n Inc WATER CONSERVATION DISTRICT E.D.T.= CML ENGINEER/NG - LAND tQ; RECOMMENDED FOR APPROVAL BY: APP59VED BY: F 14349 FIRESTONE BOULEVARD R.C.E. N0. MOM DATE DRAWN: LA MIRADA CALIFORNIA 90638 1-48 AX(714 21-417J PH (714 )5 Exp. 12-31-16 MARCH 2014 'A Ci TE: -0 Date- 1-1-7—P7 DATE: ZQ � C Z" DESCRIPTION APPR. 1 DATE APPR. 1 DATE 1 STEWZEL V CE NO. 56155 or C ALF mr *21 PM 33530 1 PP 23332 IP 130041 PERRIS VALLEY MDP PROJECT NO. 4-0-00451 LATERAL J-8, STAGE 2 DRAWING NO. 4-1080 LATERAL J-8 AND J8-8 SHEET NO. STA 13+50 - STA 17+00 3 OF 16 Woz co Lost Update:8/19/15 0.\2800-2899\2821\STORM\REVISED 03-16-15\2821-SD-83.dwg 17+00 18+00 tYj V441 A \ co N4&49'1 7"W — 60 �N PVT. TOR1�RAIN .� AA \ 1(/ \ STA 17+38.34 LINE PER SEP SATE .\� SWI 8 END PIPE PLANS .. /� Z 17 ST RO I�, DRAitI L� EM N IV \y \ LAT, �\ 8 t�.C.F.q.&W.0 L 52 L 05 18 a` / STA 17+43 00 _ +W `� CC oQe �� / _�E.GIN PIPELn _ _ - — Ln6 r� l(if� 60 N40'49'17"W STA 17+82.59 LW ¢� DI m d n z I I i' r F_ \ o 4 < CKo Cn O \ w I c> - T -- -- Dr v LLJ w 0- z 0- Don't ..Und a U.S A T PROPERiY lIN CD w far the Location of huri� PLAN � +�-" utility lints.... Li ` Don't disrupt p vital s•rviees. SCALE: 1"=20' wO rwo wlxscwG DAYS t YOU ds = U SEMI" MARK REVISIONS Cn a- SrAIWKW NaW aW UMPAU e=J7.st a7 AN" ADWhWESr ALS A7t�/LAON, 7 AS A d d Co SANFA FE RAEWAY FRTAM ME~ SIAMW At > Fr. AVR7NM2Sr OF S+1tf7t1 AA21W LANE OF MW in 33 rr Ammor OF hl At &F. RAK17aw 7X'OM LAV 7Ms MP OF 77t MnH DO Or A © 0-Ljj 0- ime f6` C 7E.Lx3;AA HFJ{�ILL. C-8AWW `e14TdcdW fr, t **6M QUW REF. DESCRIPTION 19+00 20tOO o -.. cl �. 1470 EXIST. P/L i-� I Q 1 RADIUS E E. J P.I. COORDINATE 1 90.00 HORIZ1"=20' . 1 12.91' [ 1 N: 10773.79 tC TA�� OATS: i�/ .t VERT. 1 M-5 p }:. .� y 1 a ., C�3 JL_JTr1:`"�`4D}� JG �._ q -_ ` _. L -. . ._ SURFACE t J4840 R _I V „�,�, � J _ CD 1455 m 3 I I OR StiAL1 PROTECT -IN CE ALL, UTILITIES OR PARALLELING P120PO'EE� 1465 ,_ _ �. _ k_ _. ' 180 aco • { k .. 3.. .- .... __ _ROP JSti° _ �. _ I .. - _ 1460 „ _. ._ _. ��� �,. 1— ` I 147 94 tYj V441 A \ co N4&49'1 7"W — 60 �N PVT. TOR1�RAIN .� AA \ 1(/ \ STA 17+38.34 LINE PER SEP SATE .\� SWI 8 END PIPE PLANS .. /� Z 17 ST RO I�, DRAitI L� EM N IV \y \ LAT, �\ 8 t�.C.F.q.&W.0 L 52 L 05 18 a` / STA 17+43 00 _ +W `� CC oQe �� / _�E.GIN PIPELn _ _ - — Ln6 r� l(if� 60 N40'49'17"W STA 17+82.59 LW ¢� DI m d n z I I i' r F_ \ o 4 < CKo Cn O \ w I c> - T -- -- Dr v LLJ w 0- z 0- Don't ..Und a U.S A T PROPERiY lIN CD w far the Location of huri� PLAN � +�-" utility lints.... Li ` Don't disrupt p vital s•rviees. SCALE: 1"=20' wO rwo wlxscwG DAYS t YOU ds = U SEMI" MARK REVISIONS Cn a- SrAIWKW NaW aW UMPAU e=J7.st a7 AN" ADWhWESr ALS A7t�/LAON, 7 AS A d d Co SANFA FE RAEWAY FRTAM ME~ SIAMW At > Fr. AVR7NM2Sr OF S+1tf7t1 AA21W LANE OF MW in 33 rr Ammor OF hl At &F. RAK17aw 7X'OM LAV 7Ms MP OF 77t MnH DO Or A © 0-Ljj 0- ime f6` C 7E.Lx3;AA HFJ{�ILL. C-8AWW `e14TdcdW fr, t **6M QUW REF. DESCRIPTION 19+00 20tOO o -.. cl �. 1470 EXIST. P/L i-� I Q 1 RADIUS E E. C=3 P.I. COORDINATE 1465 1 90.00 Q 1 12.91' [ 1 N: 10773.79 OATS: i�/ ...- E E 1 1460 1470 _I V „�,�, � ...,.,n� _ CD 1455 m 3 I 1450 OR StiAL1 PROTECT -IN CE ALL, UTILITIES OR PARALLELING P120PO'EE� 1465 ,_ _ �. _ k_ _. ' aco • { k .. 3.. .- .... __ 1460 „ _. ._ _. ��� �,. 1— ` A., , ...yam 1455 Oi�ST_ L " 4 P- a 1400-`-- 400 `-. 7_ t ti SIDE OF ALC. NOTE THE CONTHE 1450 ., - REINOF2CEG1 Corm ?IPE M ST BE 1WCRE,4SED TO TfE EXCEEDS ..r_� RGiWfJE :DESiG VELOCITY LA _ 20� �'_STRENGTH 'SHALL s IAC=�;�too VELOCITIES EXCEEDING . X > -P5 f AND lT`C=6t)00-Pbi'fOR FVELOC TIES- EXCEEDING— 317;FPS _ tYj V441 A \ co N4&49'1 7"W — 60 �N PVT. TOR1�RAIN .� AA \ 1(/ \ STA 17+38.34 LINE PER SEP SATE .\� SWI 8 END PIPE PLANS .. /� Z 17 ST RO I�, DRAitI L� EM N IV \y \ LAT, �\ 8 t�.C.F.q.&W.0 L 52 L 05 18 a` / STA 17+43 00 _ +W `� CC oQe �� / _�E.GIN PIPELn _ _ - — Ln6 r� l(if� 60 N40'49'17"W STA 17+82.59 LW ¢� DI m d n z I I i' r F_ \ o 4 < CKo Cn O \ w I c> - T -- -- Dr v LLJ w 0- z 0- Don't ..Und a U.S A T PROPERiY lIN CD w far the Location of huri� PLAN � +�-" utility lints.... Li ` Don't disrupt p vital s•rviees. SCALE: 1"=20' wO rwo wlxscwG DAYS t YOU ds = U SEMI" MARK REVISIONS Cn a- SrAIWKW NaW aW UMPAU e=J7.st a7 AN" ADWhWESr ALS A7t�/LAON, 7 AS A d d Co SANFA FE RAEWAY FRTAM ME~ SIAMW At > Fr. AVR7NM2Sr OF S+1tf7t1 AA21W LANE OF MW in 33 rr Ammor OF hl At &F. RAK17aw 7X'OM LAV 7Ms MP OF 77t MnH DO Or A © 0-Ljj 0- ime f6` C 7E.Lx3;AA HFJ{�ILL. C-8AWW `e14TdcdW fr, t **6M QUW REF. DESCRIPTION 19+00 20tOO o -.. cl �. 1470 EXIST. P/L i-� I ENGINEER I RCFC/ ayy 55.50' INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM 24' PUBLIC STORM DRAIN EASEMENT CfL 1 15' PARKING STALLS S=1 7� 4" A.C. PVMT. 1 - EX. GRADE PROPOSED 42"0 RCP PUBLIC , STORM DRAIN LINE SECTION AT STA 19+00 10 0 10 SCALE:1 "=10' FIN. SURFACE CURVE TABLE Q 1 RADIUS I LENGTH I TANGENT C=3 P.I. COORDINATE 1465 1 90.00 Q 1 12.91' 1619'29" 1 N: 10773.79 1 E:10427.49 OATS: i�/ CD 1 1460 CN _. _ CD 1455 3 I 1450 OR StiAL1 PROTECT -IN CE ALL, UTILITIES OR PARALLELING P120PO'EE� STORM DRAIN 3S OTHERVVISE.NOTED_ k_ ' ENGINEER I RCFC/ ayy 55.50' INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM 24' PUBLIC STORM DRAIN EASEMENT CfL 1 15' PARKING STALLS S=1 7� 4" A.C. PVMT. 1 - EX. GRADE PROPOSED 42"0 RCP PUBLIC , STORM DRAIN LINE SECTION AT STA 19+00 10 0 10 SCALE:1 "=10' FIN. SURFACE CURVE TABLE Q 1 RADIUS I LENGTH I TANGENT DELTA P.I. COORDINATE D 1 90.00 1 25.64' 1 12.91' 1619'29" 1 N: 10773.79 1 E:10427.49 STORM DRAIN CONSTRUCTION NOTES 52 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. MH252. 60 CONSTRUCT 42" R.C.P. "D" LOAD PER PROFILE. mm 4:4 PM 33530 1 PP 23332 IP 130041 PERRIS VALLEY MDP PROJECT NO. 4-0-00451 LATERAL J-8, STAGE 2 DRAWING NO. 4-1080 LATERAL J-8 SHEET NO. STA 16+50 - STA 20+00 4 OF 16 9(02.O Last Update:8/19/15 O 0:\2800-2899\282,\STORM\REVISED 03-16-15\2821 _SD-84.dwg 20 0 20 SCALE:1 "=20' DESIGNED BY: B P W APPROVED BY: Thienes Engrneering, �nC CIVIL ENGINEERING •LAND SURVEWNG 14349 FIRESTONE BOULEVARD LA MIRADA, CALIFORNIA 90638 PH..(714 21-4811 (714)521-4173 Date:( RE FIARD STENZEL RCE NO 6155 c�O�p��'1! ��` `� ST S W n r T^ * R.C.F. N0. 5s155r * s Exp. 12-31-1s Q 97 CIV�� F 0p C Ax RIVERSIDE COUNTY WATER CONSERVATION FLOOD CONTROL DISTRICT DRAWN BY: E.D.T. RECOMMENDED FOR APPROVAL BY: APP VED BY: /V t WY DATE DRAWN: MARCH 2014 OATS: i�/ mm 4:4 PM 33530 1 PP 23332 IP 130041 PERRIS VALLEY MDP PROJECT NO. 4-0-00451 LATERAL J-8, STAGE 2 DRAWING NO. 4-1080 LATERAL J-8 SHEET NO. STA 16+50 - STA 20+00 4 OF 16 9(02.O Last Update:8/19/15 O 0:\2800-2899\282,\STORM\REVISED 03-16-15\2821 _SD-84.dwg ' 20+00 21+00 22+00 7 - 23+00 a:_ � . n.� 25 _.� e. _ TSTA 20+ 16 END PE 4 E, N� uz�• PROPOSED P/L 1490 I_t,•, _ _ } 1485 kz C1b I E?IPE STA 20+92.43 EC; . �u.. _,.. ezw. 3Lvt c 17� I bi U j 60 N90'00 00 477.13 TOP 48" � e 22 e �zs�t 1 @%a L I x bt ° L V `,LAT. -8" x 8'�L-bt 9 ..2 b _ a't>r b (n W U) _aPt ' 'b8t,. bg . lit w 23 Z EASE� DRAIN (� EASEMENT TO (— R.C.F.C.&W.C.6. Q x � _ x L O8bt ` Z':8bt L t bt \ :Z�b ep 'N 3r8b! ti bP�i b'bQbt F- rh 0) Z_Bbt E u u 9'tetL Z3vu L "Z8b';. Z 3b t o 8b t b'bS t 1480 1475 1470 1465 1460 INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM 71.00' K 20 0 20 SCALE:1 "=20' 24' PUBLIC STORM DRAIN EASEMENT 12' C 1 12' AN. SURFACE 4" A.C. PVMT. PROPOSED 42"0 RCP PUBLIC STORM DRAIN UNE SECTION AT STA 22+00 10 0 10 SCALE:1 "=10' 52 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. MH252. 60 CONSTRUCT 42" R.C.P. "D" LOAD PER PROFILE. CURVE TABLE SYM Q RADIUS I LENGTH I TANGENT DELTA P.I. COORDINATE E 90.00 1 51.61' 1 26.53' 32'51'14" 1 N:10921.36 1 E:10198.96 1 Y12 HSLLA i 1, PPR. DATE APPR. DATE ._ i E i E x .. _ _ i t � _ — y — y r x "t >� C DI D P PVT S D{ �. I fmm.....n.«...-.w...... ..+—.-.0 .. ......�......n �..._�-. ...nn.�... .....Y ..�... ..__.G y..v�.-.�. ..<. a ..... . e. _ ....r .... 23+00 a:_ � . n.� 25 _.� e. _ TSTA 20+ 16 END PE 4 E, N� uz�• PROPOSED P/L 1490 I_t,•, _ _ } 1485 kz C1b I E?IPE STA 20+92.43 EC; . �u.. _,.. ezw. 3Lvt c 17� I bi U j 60 N90'00 00 477.13 TOP 48" � e 22 e �zs�t 1 @%a L I x bt ° L V `,LAT. -8" x 8'�L-bt 9 ..2 b _ a't>r b (n W U) _aPt ' 'b8t,. bg . lit w 23 Z EASE� DRAIN (� EASEMENT TO (— R.C.F.C.&W.C.6. Q x � _ x L O8bt ` Z':8bt L t bt \ :Z�b ep 'N 3r8b! ti bP�i b'bQbt F- rh 0) Z_Bbt E u u 9'tetL Z3vu L "Z8b';. Z 3b t o 8b t b'bS t 1480 1475 1470 1465 1460 INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM 71.00' K 20 0 20 SCALE:1 "=20' 24' PUBLIC STORM DRAIN EASEMENT 12' C 1 12' AN. SURFACE 4" A.C. PVMT. PROPOSED 42"0 RCP PUBLIC STORM DRAIN UNE SECTION AT STA 22+00 10 0 10 SCALE:1 "=10' 52 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. MH252. 60 CONSTRUCT 42" R.C.P. "D" LOAD PER PROFILE. CURVE TABLE SYM Q RADIUS I LENGTH I TANGENT DELTA P.I. COORDINATE E 90.00 1 51.61' 1 26.53' 32'51'14" 1 N:10921.36 1 E:10198.96 ENGINEER RCFC / DESIGNED BY: B.P.W. APPROVED BY: %{� ��OQIRO� kiYq/ Thienes Engrneerin , IIIC �� CIM ENGINEERING • LAND SURVEY?NG 14549 FIRESTONE BOULEVARD +moi a AF LA MIRALK CALIFORNIA 90638 N0. 56155'-- 1-48 AX(7f#j329-4173 en Exp. 12-31-16 Q q_`—��I� 9� CIV1� '`�+ 6C1te: F OF SFO R HARD STENZEL RCE NO. 56155 CAS RIVERSIDE COUNTY FLOOD CONTROL WATER CONSERVATION DISTRICT DRAWN BY: E.D.T. RECOMMENDED FOR APPROVAL BY: APPR VED BY: i / DATE: �2U / ` :ATE: DATE DRAWN: DATE,IIIIIQ MARCH 2014 1, PPR. DATE APPR. DATE m 33530 I PP 23332 IP 130041 PERRIS VALLEY MDP PROJECT NO. 4-0-00451 LATERAL J-8, STAGE 2 DRAWING NO. 4-1080 LATERAL J-8 SHEET NO. STA 20+00 - STA 23+50 5 of 16 Lnet Update: 8/19/15 2 00 -\2800-2899\2821\ST0RM\REVIS0 03-16-15\2821 _SD-85.dwg PROPOSED P/L Al 20 0 20 SCALE: 1 "=20' EX. GRADE INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM 71.00' 24' PUBLIC STORM DRAIN EASEMENT 12' C/L 1 12' FIN. SURFACE 4" A.C. PVMT S=0.0200 PROPOSED 42"0 RCP PUBLIC STORM DRAIN LINE SECTION AT STA 25+00 10 0 10 SCALE: 1 "=10' @ CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. MH252. (01 CONSTRUCT 42" R.C.P. "D" LOAD PER PROFILE. APPROVED BY: A RIVERSIDE COUNTY FLOOD CONTROL T' 'I 0AND 101 Thieves Engineering, In 6&1� - WATER CONSERVATION DISTRICT NiCML ENG/NEER/NG 9 LAND SURVEYING c 14349 FIRESTONE BOULEVARD Lai RECOMMENDED FOR APPROVAL BY: AP VED BY: LA M11?4DA CAUFORN14 90638 NO. 56155 PH(7 21 FAX(714)521-4173 tp Exp. 12-31-16 ,A fliv IV A� *'r � 0 RE HARD STENZEL RCE NO. 56155 OF CN DATE: TE: Kq 'M 33530 PIP 23332 IIP 130041 PERRIS VALLEY MDP PROJECT NO. 4-0-00451 LATERAL J-8, STAGE 2 DRAWING NO. 4-1080 LATERAL J-8 SHEET NO. STA 23+50 - STA 27+00 6 OF 16 Lost Up /19/15 ()o 0.\28W-2899\2821\ST0RM\REVlSED 03-16-15\2821_SD-B6.dwq SCALE: 1"=20' F-: 0 0 W �j 004CH MARK REVISIONS ENGINEER STORM DRAIN DESIGNED BY: EASEMENT TO \R.C.rzt].&W.C.D. w -7 Z B.P.W. 2604 2 F- DRAWN BY: a- u) < SAACKW MOS MW &AV9EV'WaJ764 2.1 C) AOMMOt ALOO AMW-146V MPDK AW E.D.T. 0 p p Lu SWMA fi A%WA)fNWft%~ SM7AWAt CN F_ DATE DRAWN: Z LLJ C) PROPOSED P/L Al 20 0 20 SCALE: 1 "=20' EX. GRADE INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM 71.00' 24' PUBLIC STORM DRAIN EASEMENT 12' C/L 1 12' FIN. SURFACE 4" A.C. PVMT S=0.0200 PROPOSED 42"0 RCP PUBLIC STORM DRAIN LINE SECTION AT STA 25+00 10 0 10 SCALE: 1 "=10' @ CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. MH252. (01 CONSTRUCT 42" R.C.P. "D" LOAD PER PROFILE. APPROVED BY: A RIVERSIDE COUNTY FLOOD CONTROL T' 'I 0AND 101 Thieves Engineering, In 6&1� - WATER CONSERVATION DISTRICT NiCML ENG/NEER/NG 9 LAND SURVEYING c 14349 FIRESTONE BOULEVARD Lai RECOMMENDED FOR APPROVAL BY: AP VED BY: LA M11?4DA CAUFORN14 90638 NO. 56155 PH(7 21 FAX(714)521-4173 tp Exp. 12-31-16 ,A fliv IV A� *'r � 0 RE HARD STENZEL RCE NO. 56155 OF CN DATE: TE: Kq 'M 33530 PIP 23332 IIP 130041 PERRIS VALLEY MDP PROJECT NO. 4-0-00451 LATERAL J-8, STAGE 2 DRAWING NO. 4-1080 LATERAL J-8 SHEET NO. STA 23+50 - STA 27+00 6 OF 16 Lost Up /19/15 ()o 0.\28W-2899\2821\ST0RM\REVlSED 03-16-15\2821_SD-B6.dwq SCALE: 1"=20' 0 0 two ours a wsu ac �j 004CH MARK REVISIONS ENGINEER RCFC/ DESIGNED BY: 0 MWW W SMMYMft *MN MaW& B.P.W. DRAWN BY: a- u) < SAACKW MOS MW &AV9EV'WaJ764 2.1 •Aft& AOMMOt ALOO AMW-146V MPDK AW E.D.T. p p Lu SWMA fi A%WA)fNWft%~ SM7AWAt DATE DRAWN: Z LLJ C) PMM a2 Afta SOURASW CF O)VAW AW, 28 :�E > n Av#"W or sArN "m L4hr or mw. :5i t10 0 W PT A0FViMT OF A t & IF PACWW I MARCH 2014 0 <5 av ftir rep or Or A 0 tlf -#-X It' WAC* -7r C�I.Item U.] < EF. DESCRIPTION APPR. DATE APPR. DATE PROPOSED P/L Al 20 0 20 SCALE: 1 "=20' EX. GRADE INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM 71.00' 24' PUBLIC STORM DRAIN EASEMENT 12' C/L 1 12' FIN. SURFACE 4" A.C. PVMT S=0.0200 PROPOSED 42"0 RCP PUBLIC STORM DRAIN LINE SECTION AT STA 25+00 10 0 10 SCALE: 1 "=10' @ CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. MH252. (01 CONSTRUCT 42" R.C.P. "D" LOAD PER PROFILE. APPROVED BY: A RIVERSIDE COUNTY FLOOD CONTROL T' 'I 0AND 101 Thieves Engineering, In 6&1� - WATER CONSERVATION DISTRICT NiCML ENG/NEER/NG 9 LAND SURVEYING c 14349 FIRESTONE BOULEVARD Lai RECOMMENDED FOR APPROVAL BY: AP VED BY: LA M11?4DA CAUFORN14 90638 NO. 56155 PH(7 21 FAX(714)521-4173 tp Exp. 12-31-16 ,A fliv IV A� *'r � 0 RE HARD STENZEL RCE NO. 56155 OF CN DATE: TE: Kq 'M 33530 PIP 23332 IIP 130041 PERRIS VALLEY MDP PROJECT NO. 4-0-00451 LATERAL J-8, STAGE 2 DRAWING NO. 4-1080 LATERAL J-8 SHEET NO. STA 23+50 - STA 27+00 6 OF 16 Lost Up /19/15 ()o 0.\28W-2899\2821\ST0RM\REVlSED 03-16-15\2821_SD-B6.dwq 29+00 i 30+00 -4 _ .. - .. IN da _ 1490 1480 E I 1475 _ r _ _ 1 STA 30+44.78 EC MATCH LINE SEE SHT. 8 PLAN SCALE: 1"=20' ENGINEER RCFC/ DESIGNED BY: B. P. W. DRAWN BY: E.D.T. DATE DRAWN: MARCH 2014 APPR. DATE APP". DATE INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM 73.00' 1 I PROPOSED P/L K 20 0 20 SCALE:1 "=20' 18' 30' 24' PUBLIC STORM DRAIN EASEMENT 12' 1 12' RD SECTION AT STA 29+00 10 0 10 I�- SCALE:1 "=10' 52 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. MI -1252. 60 CONSTRUCT 42" R.C.P. "D" LOAD PER PROFILE. CURVE TABLE SYM Q 1 RADIUS I LENGTH I TANGENT I DELTA I P.I. COORDINATE F 1 45.00 1 70.69' 1 45.00' 1 90'00'00" 1 N:10921.36 1 E: 9233.76 APPROVED BY: gyp, RIVERSIDE COUNTY FLOOD CONTROL Thienes EngineerinAND g, �nC``�� WATER CONSERVATION DISTRICT CIVIL ENGINEER/NG • LAND SURVEY/NG c� 4r RECOMMENDED FOR APPR*BY:APPVED B 14349 F/RESTONE BOULEVARD crLA M/RADA, CAUFORNL4 90638 *- R.CL N0. 56155PH.(714 1-4811 FAX(714)521-4173 cls Fxp. 12-31-16[�l-'7 FBF \ O DATE: I '7_ '!(*7/� RFI NARn STFN7Fi RnF Nn_ 5"155 C A\- F n34 - PM 33530 PP 23332 IP 130041 PERRIS VALLEY MDP PROJECT NO. 4-0-00451 LATERAL J-8, STAGE 2 DRAWING NO. 4-1080 LATERAL J-8 SHEET No. STA 27+.00 - STA 30+56.79 7 of 16 ?(oz Last Update:8/19/15 OO 0:\2800-2899\2821\ST0RM\REVISED 03-16-15\2821-SD-B7.dwg L CONCRETE CURB STA. �2+22.96 + .87 , BC B GIN PI E w cn w STA 32+04.461 LAT. -J8 % =STA *OO.Oq LAT. % CIL INTERSECTION L IC STA. 31+52.28 A=4 , 4.1 FH 6"B.C. F Dj;j _BI D " F=�2 �= L=5 5 1494.76 INV x 7 -------- I`IOO'0O'O0mE 3�4.00' 77 4 PROP. uo­ f 45.00"t CONC. IQURB', AND (JUTIER ;j c"T 7 , Jr- LLJ 34.00 6' STA 30+44.78 EC MATCH LINE SEE SHT. 7 PL SCALE REVISIONS I ENGINEER I RCFC/ I DESIGNED BY: DESCRIPTION _1011A DRAWN BY: E.D.T. DATE DRAWN: MARCH 2014 INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM 40' ACCESS ROAD 20' STORM DRAIN EASEMENT TO P.O.A. 10' C/I L 10' FIN. SURFACE EX. GRADE -SECTION AT STA 33+00 10 0 10 SCALE: 1 "=10' CURVE TABLE C:) SYM 0 RADIUS LENGTH LLJ � P.I. COORDINATE G 2: 50.69' 28.41' 64*32'08" 0 I E:9245.76 ri 45.00' U) 7.62' 1913'07" N:10723.87 LLJ F__ I < < Date:/D-/Q- c- UFiv\\ DATE: Y1161 L ATE: 1% RE)AHARD STENZEL I RCE NO. 56155 c N\ -\i LLJ < m 9- W < 0 C) Z-5LLJ W_j ry m C) Ljj LLJ a- n < Don't Dkj...Lfnd You Cd U.S.A. ToN Free L0 1-800-227-2600 ki, CD ws forth location LIJ for the location of buried * FO 0 utility lines. i T Ld > < Don't disrupt 0 it of vital services. 0 LLJ0 TIND WORKMIG DAYS BEFORE YOU DIG U BENCH MARK 0 MMM GRW SUWVXn BROMW N& < _j Cl < SrANAW 8R4SS DZK STAMPED 80a3764 21 Aka AVRrhWEST ALOAfG XCHISON, 70PDCA AND vi vWA SANTA FE R&WAY FROM MVL~ STA77ON AT WLL)i Ppm 0.2 Kta SWWE45T OF aWCWF AW-, 28 > FT Aawmwr OF soum aouw mw OF Hwy (D 395 51 FT AvRvEnr OF AT & SF.RaRaw 0 aii;aOFS, ON VE MP OF 7HE SWN DVD OF A < 0U Q_ i0r m* cava?ETE FSHD. HEADWALL. Of < 0- SE1111A9Y 147SBdi Fr, POV2F/Pfilft OW L CONCRETE CURB STA. �2+22.96 + .87 , BC B GIN PI E w cn w STA 32+04.461 LAT. -J8 % =STA *OO.Oq LAT. % CIL INTERSECTION L IC STA. 31+52.28 A=4 , 4.1 FH 6"B.C. F Dj;j _BI D " F=�2 �= L=5 5 1494.76 INV x 7 -------- I`IOO'0O'O0mE 3�4.00' 77 4 PROP. uo­ f 45.00"t CONC. IQURB', AND (JUTIER ;j c"T 7 , Jr- LLJ 34.00 6' STA 30+44.78 EC MATCH LINE SEE SHT. 7 PL SCALE REVISIONS I ENGINEER I RCFC/ I DESIGNED BY: DESCRIPTION _1011A DRAWN BY: E.D.T. DATE DRAWN: MARCH 2014 INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM 40' ACCESS ROAD 20' STORM DRAIN EASEMENT TO P.O.A. 10' C/I L 10' FIN. SURFACE EX. GRADE -SECTION AT STA 33+00 10 0 10 SCALE: 1 "=10' CURVE TABLE CONSTRUCT SYM 0 RADIUS LENGTH TANGENT DELTA P.I. COORDINATE G 45.00' 50.69' 28.41' 64*32'08" N:10740.46 I E:9245.76 ri 45.00' 15 .09' no' 7.62' 1913'07" N:10723.87 1 E: 9208.38 116 L 59TI n52 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. MH252. 0 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STD. DWG. MH254. 55 CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C. & W.C.D. STD. DWG. M816. 57 CONSTRUCT 24" CLASS IV, R.C.P. "D" LOAD PER PROFILE. 59 CONSTRUCT 36m R.C.P. "D" LOAD PER PROFILE. 60 CONSTRUCT 42" R.C.P. "D" LOAD PER PROFILE. APPROVED BY: RIVERSIDE COUNTY FLOOD CONTROL 19 Thlenes Engineering, In AND WATER CONSERVATION DISTRICT M CIVIL ENGINEERING LAND SURVEYING - 1�411,49 FIRESTONE BOULEVARD RECOMMENDED FOR APPROVAL BY: APP OVED BY: LA MIRADA, CAUf'ORNIA 90638 TNjAff NO. 56155 z jj.( 145.1-4811 H. (7 P p (714)52 -417 1 3 til Exp. 12 -31-16 Date:/D-/Q- c- UFiv\\ DATE: Y1161 L ATE: 1% RE)AHARD STENZEL I RCE NO. 56155 c N\ -\i 'M 33530 PP 23332 1P 130041 PERRIS VALLEY MDP PROJECT NO. - LATERAL J-8, STAGE 2 4-0N00451O. 4-1080 LATERAL J-8 SHEET NO. STA 30+56.79 — STA 34+00 8 OF 16 Lost Update: 10/19/15 ,to z 00 0:\2800-2899\2821\ST0RM\REV1SED 03-16-15\2821-SD-BO.dwg 36+00 -- NOTE: ` CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING PROPOSED STORM DRAIN — -- LINE UNLESS OTHERWISE NOTED. v- x CONCVETE CURB 0 r TOO Oo"W zci --W LAT. "J-8" 37 ` i Z_ x J X � 0 PROPOSED to i CONCRETE CURB/ +' � M c Q 1515 1510 x : 1505 _ 26' 1495 1490 a0:1•6i Al 20 0 20 SCALE:1 "=20' 0 INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM 20' STORM DRAIN EASEMENT TO P.O.A. C/L 10' 1 10' _ S=0'0150 C/L PROPOSED P/L GUTTER 1 1 FIN. SURFACE BE MAINTAINED BY P.O.A. SECTION AT STA 36+00 10 0 10 SCALE:1 "=10' ,fl0l. 52 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. MH252. 59 CONSTRUCT 36" R.C.P. "D" LOAD PER PROFILE. APPROVED BY: �� //fy, RIVERSIDE COUNTY FLOOD CONTROL Thienes Engineering, lnC �, w CONSERVATION DISTR CIMEvc1lvEEmrvc • LAtva sURVErtnrc v 143451 RREST W BOULEVARD RECOMMENDED FOR APP RO Y: A VED BY: LA M/RALK CAUFOOMM 90638 * UL to. 56155 PH.(71 1-48 1AX(71#)521-4173 !> Exp i2-31-16Datc Q RF. MARS ST�N'Tl=i. R[`.F Nig 5Rt 55 ©F C�{�F DATE: DATE: AP PM 33530 1 PP 23332 IP 130041 PERRIS VALLEY MDP PROJECT N0. 4-0-00451 LATERAL J-8, STAGE 2 DRAWING N0. 4-1080 LATERAL J-8 SHEET NO. �' 8 STA 34+00 - STA 37+50 /1 7 O© last Update: l0/19/15 G 0:\2800-2899\2821tsr0tttl\afrvism 03-16-15\2821_so-8s.ixWc • 81151 ,�t"Sl�l i t9��; � �_t'. { 8'Li9i 8l_ St LIJ (' m Llif C7 < � Dowt 1 wtv You cd U.S.A. TaN t=f" 1-800-22'7-200 S LLJ for the iocatiim of burl" � - wily lines.: °°tt'ti PLAN LL ' 1" -20 0 r� DAYS BMW vw *GSCALE +IIyFI (� REVISIONS ENGINEER RCFC/ DESIGNED BY: aewar�uwwt B.P.W. AWN DRE. `r uss aw saww mew am 2. y � ° , r ALMO A7ChYSO nWV%t AND WA & At AM D. TY. i=] n S4AIINY tater SAWN Ar &o DATE DRAWN: Z w Amn mtp wwww OF OMW AYE, 2& 0 m p � Jft SY 007: 94WWiSY OF AT & SF. ttt AUW 7thaw7wmporbE-vmDWOr A MARCH 2014 w 0- 101r ty— Its � Cl". fy-1 < MON 1l iWF9 AV02PRM OW REF. DESCRIPTION APPR. DATE APPR: DATE -- NOTE: ` CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING PROPOSED STORM DRAIN — -- LINE UNLESS OTHERWISE NOTED. v- x CONCVETE CURB 0 r TOO Oo"W zci --W LAT. "J-8" 37 ` i Z_ x J X � 0 PROPOSED to i CONCRETE CURB/ +' � M c Q 1515 1510 x : 1505 _ 26' 1495 1490 a0:1•6i Al 20 0 20 SCALE:1 "=20' 0 INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM 20' STORM DRAIN EASEMENT TO P.O.A. C/L 10' 1 10' _ S=0'0150 C/L PROPOSED P/L GUTTER 1 1 FIN. SURFACE BE MAINTAINED BY P.O.A. SECTION AT STA 36+00 10 0 10 SCALE:1 "=10' ,fl0l. 52 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. MH252. 59 CONSTRUCT 36" R.C.P. "D" LOAD PER PROFILE. APPROVED BY: �� //fy, RIVERSIDE COUNTY FLOOD CONTROL Thienes Engineering, lnC �, w CONSERVATION DISTR CIMEvc1lvEEmrvc • LAtva sURVErtnrc v 143451 RREST W BOULEVARD RECOMMENDED FOR APP RO Y: A VED BY: LA M/RALK CAUFOOMM 90638 * UL to. 56155 PH.(71 1-48 1AX(71#)521-4173 !> Exp i2-31-16Datc Q RF. MARS ST�N'Tl=i. R[`.F Nig 5Rt 55 ©F C�{�F DATE: DATE: AP PM 33530 1 PP 23332 IP 130041 PERRIS VALLEY MDP PROJECT N0. 4-0-00451 LATERAL J-8, STAGE 2 DRAWING N0. 4-1080 LATERAL J-8 SHEET NO. �' 8 STA 34+00 - STA 37+50 /1 7 O© last Update: l0/19/15 G 0:\2800-2899\2821tsr0tttl\afrvism 03-16-15\2821_so-8s.ixWc 12+00 13+00 I CFS FPS _.r. - Ov RAI 00 BY RC.T.D. n z N -O a NOTE: 1� ULT. WILY R/W EXIST; R/W _ I I 1 1555 " 1550 STA, 12+78.45 LAT J8 -11B & J8 -11C 1545 30' RGP (W) 1548.52 NV. INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM 37' 1 FIN. SURFACE 4 A. PC4 A. PC MT I I I �EX. GRADE I EP 18 RCP E) 1548.77 INV. „& 1540 NOTE: STORM DRAIN LOCATION DOES NOT PUBLIC STORM DRAIN CONFORM WITH COUNTY OF RIVERSIDE STD. LINE NO. 817 DUE TO CONFLICT W/EXISTING UTILITIES. 74' RE -PAVED AREA WEB STER AVE. C/L STREET 5' I n 37' I ULT. E'LY R/W EXIST R/W 32' 1 I SECTION AT STA 11+00 1 75 \� �,,, C/L INTERSECTION 0 - .80 , STA 12+78:45 LAL-.J8-1 Y / I555 = 1554:42 Topj LAJ =STA M+W.LAT. J8 -11B & J8 -11C vii `n 1548:77- INV. LAT. J8 --Tl- � 24"" - - - - 1 f7Q - ��. x 1548.52 INV. ��18-11C 30" RCP � w 63 DETAIL „Al, _- -_ sTa t2f48.19__EC_ - STOF�M DRAIN CONSTRUCTION NOTES -- --� a _ - V. LAT. J8 -i 1 68 3- "yam 10 0 10 51 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. MH251. AMPS - -- - _ SHEET {,4 L 68 55 CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C. & W.C.D. STD. DWG. M816. SCALE:1 "=10' a - - 63 S6 CONSTRUCT 18" CLASS IV R.C.P. "D" LOAD PER PROFILE. 3 _. \x c �� 12"W __ STA 127f� -' S7 CONSTRUCT 24" RCP "D" LOAD PER PROFILE. - --CKI;; PIS - - N:10429 E 800?4S �' - -� E3C-24"_ CMP 58 CONSTRUCT 30" RCP "D" LOAD PER PROFILE. EX -R _a . - __-E4T,.--J8--.11� �_ 69 63 REMOVE EXISTING 24", CMP. __ -_ �Y k _ __ _ _. .__ - OFIL �Aw 68 SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT WITH 4 -MIN. m s - O - -- - - _ -- d ss s 68 _ _ _ _ _ - - _ - - - \ _ ___ SH14 - 74 _ - y , _ ' A.C. OVER 12"MIN. A.B. PER STREET PLANS). PIPE TRENCH AND z O BEDDING PER R.C.F.C. & W.C.D. STD M815 (NORMAL CONDITION) .dLT. R/ 4 71, PTRENCH BACKFILL PER CALTRANS SPECIFICATION SECTION 19.z L�3 y �rJ �/7�---_.__ - - - L4 STA = �- - - - 69 CONSTRUCT CONCRETE DROP INLET PER R.C.F.C. AND W.C.D. STD r / » S. DWG. CB110. MODIFIED PER DETAIL ON SHEET NO. 20. E)t1S3. , 71 � w y. - " 71 CONSTRUCT JUNCTION STRUCTURE N0. 2 PER R.C.F.C. & W.C.D. STD JS227. '" s`=45; 6-1$"= = y D yr s CONSTRUCT CONCRETE APRON PER DETAIL 0 S o= U � �� �, '�- _ �� �'` N HT. N0. 17. Ld LLI P ' � 74 - �, �`�'� • • 75 CONSTRUCT OBJECT MARKER PER CALTRANS A73A TYPE L-1 (CA) i CURVE TABLE X = 8009.21 Y = 10581.54 SYM Q RADIUS LENGTH TANGENT DELTA P.I. COORDINATE IA 805.00' Wk W4.Untll You Cd U.SA. TON Fre• 14.53" 024907" N:10685.62 E: 7977.89 18 1--800-227-261M 215.48' 108.39' 15'20'i2" N:10566.71 E: 8009.04 for the to"llon m buried 22.50' 10.26' '.. 26'06'53" N:10666.62 Z 'utility It"$.: e'. Y a. a'' ❑ r r > Oo,•t eis t p vital servieis CURVE TABLE X = 8009.21 Y = 10581.54 SYM Q RADIUS LENGTH TANGENT DELTA P.I. COORDINATE IA 805.00' 29.06' 14.53" 024907" N:10685.62 E: 7977.89 18 805.10' 215.48' 108.39' 15'20'i2" N:10566.71 E: 8009.04 iC 22.50' 10.26' 5.22' 26'06'53" N:10666.62 E: 7989.69 SCALE: 1"=20' 76 CONSTRUCT CMP RISER PER DETAIL ON SHEET 16, SIZE OF RISER �- PER PLAN �C FIELD VERIFY EXISTING UTILITIES INVERT ELEVATIONS 20 0 2 PRIOR TO CONSTRUCTION NOTIFY ENGINEER FOR ANY , DISCREPANCIES IN ELEVATIONS SCALE: =20' PM 33530 1 PP 23332 IP 130041 DESIGNED BY: APPROVED BY: �o RIVERSIDE COUNTY FLOOD CONTROL FERRIS VALLEY MDP PROJECT NO. DRAWN B OThienes Engineering, Inc y�� RD Z, W CONSERV ° ION DISTRI 4-0-00451 CM ENGINEERING • LAND SURVEYING v �, LATERAL J-8 STAGE 2 E.D.T. RECOMMENDED FOR APPRO Y: A D BY: y DRAWING N0. 14349 FIRESTONE BOULEVARD `�` DATE DRAWN: 1A MIRADA, RNIA 90838 * R.C.E. N0. %155r * 4-1080 PH.(71 1 1 (714)521-4173 ur) Exp. 12-31-16 MARCH 2014 ,I _ s- ATF cry+� ©�� LATERAL J8-11 SHEET -NO. Date: OF \F DATE: DATE: TE N1iARD EL RCE NO. 56155 CAL STA 10+00 - STA 12+76.75 12 OF 16 (♦/�n/ Last Update -.8/19/15 0:\2800-2899\2821\Sr0RM\REVISED 03-16-15\2821-SD-812.awg d a � e'. Y a. a'' ❑ r r s SCALE: 1"=20' 76 CONSTRUCT CMP RISER PER DETAIL ON SHEET 16, SIZE OF RISER �- PER PLAN �C FIELD VERIFY EXISTING UTILITIES INVERT ELEVATIONS 20 0 2 PRIOR TO CONSTRUCTION NOTIFY ENGINEER FOR ANY , DISCREPANCIES IN ELEVATIONS SCALE: =20' PM 33530 1 PP 23332 IP 130041 DESIGNED BY: APPROVED BY: �o RIVERSIDE COUNTY FLOOD CONTROL FERRIS VALLEY MDP PROJECT NO. DRAWN B OThienes Engineering, Inc y�� RD Z, W CONSERV ° ION DISTRI 4-0-00451 CM ENGINEERING • LAND SURVEYING v �, LATERAL J-8 STAGE 2 E.D.T. RECOMMENDED FOR APPRO Y: A D BY: y DRAWING N0. 14349 FIRESTONE BOULEVARD `�` DATE DRAWN: 1A MIRADA, RNIA 90838 * R.C.E. N0. %155r * 4-1080 PH.(71 1 1 (714)521-4173 ur) Exp. 12-31-16 MARCH 2014 ,I _ s- ATF cry+� ©�� LATERAL J8-11 SHEET -NO. Date: OF \F DATE: DATE: TE N1iARD EL RCE NO. 56155 CAL STA 10+00 - STA 12+76.75 12 OF 16 (♦/�n/ Last Update -.8/19/15 0:\2800-2899\2821\Sr0RM\REVISED 03-16-15\2821-SD-812.awg EXISTING / R/W ULT.Lo R/ 0 -TOP 1 0 ,\ ". 1558.50 f 1558.0 74 LAT. "J8-12" LAT. "J8 -12A" �� Wma• mw�W w mt—w�W ®w � M �-• 00 m C. m t^O Opp Oi 00� C.> a0 in Z a0. C3Oi 06Lo 140 Lo Lou Lo to Lo 11.5` /' \ DETAIL "B" SCALE: 1"=10' 1435 INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM 74' 37' WEBSTE AVENUE 37' 17' 5' I� ULT. R/W STREET C L ULT. R/W I PROP. i I WALL 4' EX. GRADE _ S=0.02 S=.0200 FIN. SURFACE 13' PROPOSED 4" A.C. PVMT. SIDEWALK PROPOSED " LANDSCAPING c� PROPOSED 36 0 RCP �P STORM DRAIN LINE �i NOTE: STORM DRAIN LOCATION DOES NOT CONFORM WITH COUNTY OF RIVERSIDE STD. NO. 817 DUE TO CONFLICT W/EXISTING UTILITIES. 1430 w RADIUS 67 IZY Jb"Sl�S \DN, 8 ,7Z 7 U 3Ni IL TANGENT SCALE:1 "=10' ST(M DRAIN CONSTRUCTION NOTES / kil CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. MI -1252. t..i LLJ CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C. & W.C.D. STD. DWG. M816. Q til—TT11 1 x C' < V' o,•t wafts ;YOU ed Uap. Ta f PLAN. CONSTRUCT 24" RCP "D" LOAD PER PROFILE. 1 E: 7967.62 CONSTRUCT 30" RCP "D" LOAD PER PROFILE. 1-800-=7-2600 CONSTRUCT 36" RCP "D" LOAD PER PROFILE. CD 05 CONSTRUCT CATCH BASIN PER R.C.T.D. STD. DWG. NO. 301, "H" & for the ;°+ SCALE: 1"=20' �of "W" PER PLAN. Of CONSTRUCT SPECIAL CONNECTION TO CATCH BASIN PER R.C.F.C. & W.C.D. STD. z-- '`' 20 0 20 FIELD VERIFY EXISTING UTILITIES INVERT ELEVATIONS DWG. C8109. 68 SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT WITH 4"MIN. A.C. ° `rll�i■���I PRIOR TO CONSTRUCTION NOTIFY ENGINEER FOR ANY OVER 12 -MIN. A.B. (PER STREET PLANS). PIPE TRENCH AND BEDDING PER R.C.F.C. & W.C.D. STD. M815 (NORMAL CONDITION). TRENCH BACKFILL PER SCALE:1 -20 DISCREPANCIES IN ELEVATIONS CALTRANS SPECIFICATION SECTION 19. 69 CONSTRUCT CONCRETE DROP INLET PER R.C.F.C. AND W.C.D. STD. DWG. b_ �� Wma• mw�W w mt—w�W ®w � M �-• 00 m C. m t^O Opp Oi 00� C.> a0 in Z a0. C3Oi 06Lo 140 Lo Lou Lo to Lo 11.5` /' \ DETAIL "B" SCALE: 1"=10' 1435 INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM 74' 37' WEBSTE AVENUE 37' 17' 5' I� ULT. R/W STREET C L ULT. R/W I PROP. i I WALL 4' EX. GRADE _ S=0.02 S=.0200 FIN. SURFACE 13' PROPOSED 4" A.C. PVMT. SIDEWALK PROPOSED " LANDSCAPING c� PROPOSED 36 0 RCP �P STORM DRAIN LINE �i NOTE: STORM DRAIN LOCATION DOES NOT CONFORM WITH COUNTY OF RIVERSIDE STD. NO. 817 DUE TO CONFLICT W/EXISTING UTILITIES. 1430 SECTION AT STA 10+50 RADIUS 10 0 10 TANGENT SCALE:1 "=10' ST(M DRAIN CONSTRUCTION NOTES 52 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. MI -1252. 55 CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C. & W.C.D. STD. DWG. M816. 57 CONSTRUCT 24" RCP "D" LOAD PER PROFILE. 1 E: 7967.62 CONSTRUCT 30" RCP "D" LOAD PER PROFILE. 59 CONSTRUCT 36" RCP "D" LOAD PER PROFILE. 62 CONSTRUCT CATCH BASIN PER R.C.T.D. STD. DWG. NO. 301, "H" & J8 -12A & J8-128 "W" PER PLAN. STA 10+00 - STA 10+76.39 CONSTRUCT SPECIAL CONNECTION TO CATCH BASIN PER R.C.F.C. & W.C.D. STD. 4�2 00 LastUpdote:8,,9,,5 0.\28W-2889\2821\STORM\REVISED 03-18-15\2821_StJ-013.dwg DWG. C8109. 68 SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT WITH 4"MIN. A.C. OVER 12 -MIN. A.B. (PER STREET PLANS). PIPE TRENCH AND BEDDING PER R.C.F.C. & W.C.D. STD. M815 (NORMAL CONDITION). TRENCH BACKFILL PER CALTRANS SPECIFICATION SECTION 19. 69 CONSTRUCT CONCRETE DROP INLET PER R.C.F.C. AND W.C.D. STD. DWG. CB110, MODIFIED PER DETAIL ON SHT. NO. 20. 71 CONSTRUCT JUNCTION STRUCTURE PER R.C.F.C. AND W.C.D. STD. JS227 74 CONSTRUCT CONCRETE APRON PER DETAIL HEREON. w \ m 75 CONSTRUCT OBJECT MARKER PER CALTRANS A73A TYPE L-1 (CA) u - O z _ 24" WEBSTER AVE. FLOW LINE nP TOP OF BASIN PER PLAN PER PLAN till 10 0 10 SCALE:1 "=10' CURVE TABLE SYM RADIUS LENGTH TANGENT I DELTA P.I. COORDINATE J 22.50' 17.67' 9.32' 1 45'00'00" N:10718.89 1 E: 7967.62 6 " ICfi MAI REVISIONS ENGINEER RCFC/ DESIGNED BY: APPROVED BY: 0 RIVERSIDE COUNTY FLOOD CONTROL AND DRAWN BY: Thienes Engineering, In ���� RD s �` � W CONSERVATION DISTRI E.D.T. Cl1/IL ENGINEERING • LAND SURVEYING c� 14349 FIRESTONE BOULEVARD `�` >� RECOMMENDED FOR APPRO Y: <A- BY: DATE DRAWN: LA MIRADA, CALIFORNIA 90638 * R.C.E. NO. 56155' TRHAR PH.(7rF&(714)521-417.3 cP E* 12-3,-,s QMARCH 2014DFCp�DATE: DATE: --SCRIPTION' APPR. DATE APPR. DATE STENZEL RCE NO. 56155 F.S. PER PLAN 4 THICK GUNITEFLOW LINE ON 6"X6" W.W.M. BASIN PER PLAN 1552.00 r���CONCRETE INV / DROP INLET CONCRETE APRON DETAIL N.T.S. - x PM 33530 1 PP 23332 IP 130041 PERRIS VALLEY MDP PROJECT No, 4-00451 LATERAL J-8, STAGE 2 r f . DR LATERAL J8-1211 4-1080 J8 -12A & J8-128 SHEET NO. STA 10+00 - STA 10+76.39 13 OF 1$ 4�2 00 LastUpdote:8,,9,,5 0.\28W-2889\2821\STORM\REVISED 03-18-15\2821_StJ-013.dwg •sa'r4 a rR P a.' n - 4 • •• f !f b` F AND DRAWN BY: Thienes Engineering, In ���� RD s �` � W CONSERVATION DISTRI E.D.T. Cl1/IL ENGINEERING • LAND SURVEYING c� 14349 FIRESTONE BOULEVARD `�` >� RECOMMENDED FOR APPRO Y: <A- BY: DATE DRAWN: LA MIRADA, CALIFORNIA 90638 * R.C.E. NO. 56155' TRHAR PH.(7rF&(714)521-417.3 cP E* 12-3,-,s QMARCH 2014DFCp�DATE: DATE: --SCRIPTION' APPR. DATE APPR. DATE STENZEL RCE NO. 56155 F.S. PER PLAN 4 THICK GUNITEFLOW LINE ON 6"X6" W.W.M. BASIN PER PLAN 1552.00 r���CONCRETE INV / DROP INLET CONCRETE APRON DETAIL N.T.S. - x PM 33530 1 PP 23332 IP 130041 PERRIS VALLEY MDP PROJECT No, 4-00451 LATERAL J-8, STAGE 2 DR LATERAL J8-1211 4-1080 J8 -12A & J8-128 SHEET NO. STA 10+00 - STA 10+76.39 13 OF 1$ 4�2 00 LastUpdote:8,,9,,5 0.\28W-2889\2821\STORM\REVISED 03-18-15\2821_StJ-013.dwg 1545 0 �t MMX REVISIONS ENGINEER RCFC/ DESIGNED BY: APPROVED BY: �p� RIVERSIDE COU A DFLOOD CONTROL PERRIS VALLEY MDP PROJECT N0: mw ' B.P.W. Thienes Engineering' InC X45` s � WA CONSERVATION DISTRI 4-0-00451 DRAWN BY: LATERAL J-8 ��;� � .yt„�, s.1 � CJUIL ENGINEERING •LAND SURVEYING � � � � ,STAGE 2 DRAWING N0. TCA°EiL� ,yam E.D.T. RECOMMENDED FOR APPRO Y: AP ED BY: t✓�- 14349 FIRESTONE BOULEVARD n Ld Siva �r v w sem + Ar z w 1k2• AdLES = OF fiN* E +its, 28 LA MIRALK CALIFORNIA 90638 * R.0 E N0. 56,55 � � 0 fT � ors s ft m MANE; 2AAF or mw DATE DRAWN: 4-1080 0 53fr: AVRrREU' OF Ar. dSt. r MARCH 2014 PH (714 1-48 FAx(714�521-4173 s� E�.,2-3,—ts LATERAL PROFILES SHEET N0. W res- n� , � OF Utu tDS( t8'WAMM SH.17 HEI[t Date: - \ lF OF I C A� ���Q` DATE: DATE: 1 4 OF 16 i475CIIf,lit7; t fW) REF. DESCRIPTION APPR. DATE APPR. DATE REi HARD STENZEL RCE No. 56755 g62 00 Lost I:8,19,15 O:\2800-?0D-2899\2827\STORM\REVISm 03-16-15\2821_SD-B,4.dwg 6 Z LLJ � � G LLI <o ftG W Q ind H Z of ` C co {� t W Of d W Ld LY LdCh Q z 0 u1 c o LLQ r z <a c c)c 2 t oz: C < F- �J n E o _ e # NUEVO ROAD EN Illy -Iwo RCFC/ DESIGNED BY: B.P.W. DRAWN BY: E.D.T. DATE DRAWN: MARCH \ \ _ _ LJ LJ LJ LJ LJ LJ LJ LJLJ LJ LJ LJ LJ LJ LJ IJ IN I \ 4::;A=-3Z51'1R Woo, 4 \ b b \ �\ L=51.61 \ — — — 1 c'j N90'00'00"W 881.67' --- - _ — 24.0' ia�\\ ,�• R=90.00, � .., mpliqoss..... .............. ........ \ L=25 64' �i 0� e APPROVED BY: oOFE�S,q! Thienes Engineering. Inc CML ENGINEERING " LAND SURVEY/NG YHARD 4349 FIRESTONE BOULEVARD tY MIRADA, CALIFORNIA 90638 yt R.C.E N0. 56155 � yt (7J 481 f714)521-4173 s� _ Exp. 12-31-16 Q Dnte: ZEL V RCE NO. 56155 bF CN 0 0 50 100 200 300 SCALE:1 "=100' RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT ED FOR APPROVAL BY: I APPROVED BY: DATE: r l Zbt' L \ C] I C / z d C> w of V a a �J n E o _ e # NUEVO ROAD EN Illy -Iwo RCFC/ DESIGNED BY: B.P.W. DRAWN BY: E.D.T. DATE DRAWN: MARCH \ \ _ _ LJ LJ LJ LJ LJ LJ LJ LJLJ LJ LJ LJ LJ LJ LJ IJ IN I \ 4::;A=-3Z51'1R Woo, 4 \ b b \ �\ L=51.61 \ — — — 1 c'j N90'00'00"W 881.67' --- - _ — 24.0' ia�\\ ,�• R=90.00, � .., mpliqoss..... .............. ........ \ L=25 64' �i 0� e APPROVED BY: oOFE�S,q! Thienes Engineering. Inc CML ENGINEERING " LAND SURVEY/NG YHARD 4349 FIRESTONE BOULEVARD tY MIRADA, CALIFORNIA 90638 yt R.C.E N0. 56155 � yt (7J 481 f714)521-4173 s� _ Exp. 12-31-16 Q Dnte: ZEL V RCE NO. 56155 bF CN 0 0 50 100 200 300 SCALE:1 "=100' RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT ED FOR APPROVAL BY: I APPROVED BY: DATE: r l Zbt' L \ I \ / 11 L �J n E o _ e # NUEVO ROAD EN Illy -Iwo RCFC/ DESIGNED BY: B.P.W. DRAWN BY: E.D.T. DATE DRAWN: MARCH \ \ _ _ LJ LJ LJ LJ LJ LJ LJ LJLJ LJ LJ LJ LJ LJ LJ IJ IN I \ 4::;A=-3Z51'1R Woo, 4 \ b b \ �\ L=51.61 \ — — — 1 c'j N90'00'00"W 881.67' --- - _ — 24.0' ia�\\ ,�• R=90.00, � .., mpliqoss..... .............. ........ \ L=25 64' �i 0� e APPROVED BY: oOFE�S,q! Thienes Engineering. Inc CML ENGINEERING " LAND SURVEY/NG YHARD 4349 FIRESTONE BOULEVARD tY MIRADA, CALIFORNIA 90638 yt R.C.E N0. 56155 � yt (7J 481 f714)521-4173 s� _ Exp. 12-31-16 Q Dnte: ZEL V RCE NO. 56155 bF CN 0 0 50 100 200 300 SCALE:1 "=100' RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT ED FOR APPROVAL BY: I APPROVED BY: DATE: r l Zbt' L \ I \ / \ r Z7 'M 33530 PP 23332 IP 130041 PERRIS VALLEY MDP PROJECT NO. 4-0-00451 LATERAL J-8, STAGE 2 DRAWING NO, 4-1080 EASEMENT MAP SHEET NO. 15 OF 16 i62 0o 8/,a/s a�zeao-zesa\zaz1\aronw\MlSEo 03-16-15\2821so-e15aea 2- #5 C{iNT. TYP. #4 O 12" O.C. HORIZONTAL, TYP. #4 0 12" O.C. VERTICAL, TYP. #3 TIES 0 6" O.C. TYR 3-#7 CONT. TOP AND BOTTOM TYR RN N V U.1 M.H. FRAME & COVER PER CB1033 TIES 6" O.C. 1'-0" TYP. SECTION B -B 1i" MIN. CUR. TO HORIZ. REBARS TYP. qoo� 3-#7 CONT. E TOP AND BOTTOM TYP. t72-#5 CONT. TYR #4DOWELS AT 12" O.C. 4- TYR N #4 0 12" O.C. EQ.Q, I HORIZONTAL, TYP. #4 0 12" O.C. VERTICAL, TYP. 6" 0 s in OD PLAN VIEW E -E NA ------ I I m -37 CONT. TO AND BOTTOM F3 TIES 0 6" O.C. TYP. m I— 30" R.C.P. —OPENINGS ON EAST AND WEST #5 AT 12" O.C. E.W. TOP & BOTTOM —1 C 3 3" X 2 1/2" X 3/8" PLAN SEE DETA& eAe�\, EXISTING GRADE— / \ J C.M.P. RISER DIAMETER PER PLAN PER PLAN �Z SECTION "A -A" 0 CMP INLET N.T.S. t- Q C ♦, •A6 r z 6 ¢ GU 0 SECTM C --C m �E z m WMUW DAYS WW VW ac tl7 0 A > DESIGNED BY: t- 4A 8 CB 110 DETAIL AT LATERAL J8-1 1 A & J8 -12A L, N.T.S. 69 �- __j � (SEE SHEET NO. 12 & 17) RECOMMENDED FOR APPRO Y: A D BY: 0 U 40 w d C Don't Dig...Uotf You Cd U.S A. TVNFres DATE DRAWN: MARCH 2014 _ 1-800-227-2600 t!'S K ILLI for the location G.� of buried d' z utility .lines.: REF. y CD APPR. DATE Won't disrupt vitat services. PLAN VIEW E -E NA ------ I I m -37 CONT. TO AND BOTTOM F3 TIES 0 6" O.C. TYP. m I— 30" R.C.P. —OPENINGS ON EAST AND WEST #5 AT 12" O.C. E.W. TOP & BOTTOM —1 C 3 3" X 2 1/2" X 3/8" PLAN SEE DETA& eAe�\, EXISTING GRADE— / \ J C.M.P. RISER DIAMETER PER PLAN PER PLAN �Z SECTION "A -A" 0 CMP INLET N.T.S. EXISTING TRODDED 1/4' CLEAR 1-2 -{ CL NDLUG 31/2" PI" 1" HOLE N PIPE 3" X 1/2" BARS TO RECEIVE LUG 1/4 DETAIL "A" 6' MIN. CIRCLE i INLET WHERE NOTES: 1. PLACE GRATE BARS PARALLEL TO FLOW 2. GRATE AND FRAME SHALL BE GALVANIZED 1 NAIL C m PERRIS VALLEY MDP PROJECT N0. 4-0-00451 LATERAL J-8, STAGE 2 DRAWING NO. ^�- 4-1080 VG 1 ALS SHEET NO. ?&Z16 of 16 Lad UpdaW.3/19/15 00 0:\2800-2e9e\282,\sroR►i\rtEvisxo as-,e-,s\zsx, so-e,s.aes W 0- C) to < in [L w > p - CK C 0- `�ckf m WMUW DAYS WW VW ac I� MARK ' AI GMW 5E�IE�lft SWAlYlt N&B.P.W.C�, "AStW "StAUF�EO BAR.V..04 21 AKtS ADWALOW Ar 6t4 SWTA FE RfKWY f&lWR WD SrAWN Ar PERIPlS Q2 5�Y OF GIBiNr� AAE. 2& F7 Mr OF SOfJltl to of 1ArY Pr Ar" W5r Or Ar * SF. RA28CtW ON nW m0 OF ME �t � A 101r 10':.raaVOWi C.SMA h �: 14)1&Vf, AM** C OW REVISIONS ENGINEER RCFC / DESIGNED BY: APPROVED BY: QELOFESS Th/eneS E%lgmeenng, Inc .��cQ`�� "i Gli/L ENG/NEER/NG •LAND SURVEY/NG " c�' 14349 FIRESTONE BOULEVARD r LA M/RAfIA, CAL/FORMA 90638 * RCE N0. 56155 PH.(714 -481 (7149521-4173 J� Exp 12 -31 -is Q ('ate:a �' : S 9TF CSV 1\- O�2 RCE NO. 56155 OF Cpl\F TREIgrNZEL- RIVERSIDE COUNTY FLOOD CONTROL AND WA CONSERVATION DISTRI DRBY: E.D.T. RECOMMENDED FOR APPRO Y: A D BY: 0 U 40 DATE DRAWN: MARCH 2014 DATE: DATE: REF. DESCRIPTION APPR. DATE APPR. DATE EXISTING TRODDED 1/4' CLEAR 1-2 -{ CL NDLUG 31/2" PI" 1" HOLE N PIPE 3" X 1/2" BARS TO RECEIVE LUG 1/4 DETAIL "A" 6' MIN. CIRCLE i INLET WHERE NOTES: 1. PLACE GRATE BARS PARALLEL TO FLOW 2. GRATE AND FRAME SHALL BE GALVANIZED 1 NAIL C m PERRIS VALLEY MDP PROJECT N0. 4-0-00451 LATERAL J-8, STAGE 2 DRAWING NO. ^�- 4-1080 VG 1 ALS SHEET NO. ?&Z16 of 16 Lad UpdaW.3/19/15 00 0:\2800-2e9e\282,\sroR►i\rtEvisxo as-,e-,s\zsx, so-e,s.aes