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HomeMy WebLinkAboutStorm Drain 9�rim WORK TO BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS , THE CURRENT RIVERSIDE COUNTY ROAD GENERAL NOTES: IMPROVEMENT STANDARDS AND SPECIFICATIONS, AND THE, STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF 1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE TRANSPORTATION, DIVISION OF HIGHWAYS . PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING *DENOTES ITEMS FROM R.C . F . C .W .C .D. UTILITIES . PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION . PHONE : 787-6111 FOR PERMIT CASES (C .U . , P . U . , P. P. OR VOLUNTARY) . CABAZON• AND AREA WEST. PHONE: 787-2031 FOR PARCEL MAPS AND TRACT MAPS . /'� LE: GEND 1 PHONE : (619) 342-827 FOR PERMIT CASES EAST CABATON. \` li REIN . CONCRETE BOX CULVERT (2) - 12 X 6 PER CALTRANS STD J I 2 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE DWG . D 81 COUNTY ROAD DEPARTMENT IMPROVEMENT STANDARDS AND I SPECIFICA IONS, DATED 1988, COUNTY ORDINANCE N0 . 461 AND / l- AA � \ I OX _ SUBSEQUENT AMENDMENTS . /� / _ __SEMEN — _ / ���''1� ��� )f B CULVERT WARPED WINGWALIS PER CALTRANS STD. DWG . D86 A t 3 . IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR / / / // — 1 r t) ��� �f I *JUNCTION STRUCTURE N0. 1 - STD. 0116. JS 226 TO PP // \1 / �� ! Y APPLY TO THE RIVERSIDE COUNTY ROAD DEPARTMENT, PERMIT / / / / 111 I � 1`� NN �/ � 1 *JUNCTION STRUCTURE N0. 3 STD. DWG. JS 228 SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING .��\J/ I j 2 COUNTY CATMAINTAINED ION FOR ROADS, OSE AND FOR UTILITY WORK WITHIN OFFERS ORDEDISCALE: I" = 500' / 4 . CONTRACTOR SHALL NOTIFY AT LEAST 48 HOURS PRIOR TO CONSTRUCTION . % % CLASS 30 ARMORF`LEX 13 88 SY ... : _ / RANCHO CALIFORNIA WATER DISTRICT: 1 -800-422-4133 // / X\ \) SOUTHERN CALIFORNIA GAS COMPANY : 1-800-422-4133 SOUTHERN CALIFORNIA EDISON COMPANY : 1-800-422-4133 EASTERN MUNICIPAL MATER DISTRICT : 1 -714-925-7676 EXT 225 O �)G / // / \`+— ,�.�► /// 00, 4 WIDE CONCRETE LINED DITCH ON ARMORFL X 5 . THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR I // ! \\��/ // _ E IS8 L..F STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF L —� �li� �/ ) i _ THE AVAILABLE RECORDS . THESE LOCATIONS ARE APPROXIMATE AND 1 SHALL BE CONFORMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT . THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS . 10.. .01 \cc 1 , ell 00, oe /c / % _� // / �• / r- J! \\2- 12 6 x 6 a-REIIVFORCE D CONCRETQE BOX CULVERT 100 \\ -b)Ocf, TEE / FUL DR. / —� R NA CHO CALIFORNIA RD_ /,P'/-' � (�— PRNATE ENGINEER'S NOTICE TO CONTRACTORS ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED . ALL CONTRACTORS AND SUB-CONTRACTORS SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U. S . DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS. ' THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS , CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE Q RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES -WHOSE LOCATIONS ARE NOT SHOWN . THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES . OWNER/DEVELOPER a P C I eMARGARITA VILLAGE DEVELOPMENT COMPANY •e � �� SAN3DIEGONACAL,IFORNIA 9212RDO CENTER 8 SUITE 200 s TELEPHONE : QgifESSlp�� (619) 487-3050 LEGAL DESCRIPTION tTHAI CLRlAIN LAND SIIUAIED IN THE UNINCORPORATED TERRITORY OF THE ;'S EV NQtX1 COUNTY OF RIVERSIDE , STATE OF CALIFORNIA, BEING A PART OF PARCELS � ai �Ii.9P�90 1 , 2 , 3 , 4 , AND 5 OF AMENDED --PARCEL MAP NO . 21884 AS SHOWN ON A 'w MAPTHEREOF FILED IN BOOK 152 , PAGES 24 THROUGH 31 OF PARCEL MAPS . IN THE OFFICE OF THE COUNTY RECORDER OF SAID RIVERSIDE COUNTY `. '� �•b `��lfo `�� ` ; TOGETHER WITH A PORTION OF THE RANCHO TEMECULA GRANTED BY THE BENCHMARK FCA GOVERNMENT OF THE UNITED STATES OF AMERICA TO LUIS VIGNES BY PATENT DATED JANUARY 18, 1860 , AND RECORDED IN THE OFFICE OF THE ; COUNTY RECORDER OF SAN DIEGO COUNTY , CALIFORNIA . COUNTY OF RIVERSIDE B.M. T-29-81 REVISIONS: APPROVED BY: RICK ENGINEIlia co LONG CANYON WASH DRAINAGE IMPROVEMENT 2 1/2' BRASS DISK IN CONCRETE CYLINDER, IN THE CIM S>yes:MAPOOMCOMpLV0ff5:sURVEroRs 71 0 CM CAGO AVE SLHTE 1m 1i WkSbDE CA VM?(T 141 1W 07oi �`"' N .M. CORNER OF THE INTERSE TION OF RANCHO REc;sTERED CIVIL ENGINEER No. TEE DRIVE BOX CULVERT PLAN `•y CALIFORNIA ROAD WITH MARGARITA R AD, 1 .0' EAST OF DATE: a -r.Bg_ REGISTRAT EXPIRES 6-,3�0.90 I A 7.0' C. L. FENCE, 40.0' NORTH F P. P. Il I _ APPROVED BY: E: BENCH MARK: COUNTY OF RIVERSIDE of 3 sHEfrS t' s,11o••p , 94 .0' NORTH OF THE CENTE LINE OF RANCHO « � VICINITY MAP CALIFORNIA ROAD. SET fIBERGLASS WITNESS POST 1 .0' I s ACT NO. Z3371 MASS GRADING ARE PEST OF MONUMENT. FOR ROADCOMMISSIONUf . CAL N.T.S. R' 'DE � �' - SEE LEFT A A FILE NO. ELEVATION: 0 - DATE: u �� DATE JULY, 1989 W.O. FOR: ::LF.B. F J.N. 10583 a 6 { GONCRETL I-/WED D/TGf! -- - -- -- -- -_ - - - - -- SEE.SHEET 3 /AOR DETAIL�IS , zz - - - - - -- - FF _ -- - - Or o InE _ t 1 -- - 0.10 a --- - -- - - 0 Z -- - - - - � . ' i TIV/5 SNEET �. ° ° _ .�. - - - 1� rrS - - _ • • LINED D/7CN N i _ L T f - - - - Aolrc# - - -- - - - - -- - - - e I t N/5 SHEET 7'MlN. � /1S�Ti4I�L�X � - - 1 .._ _ _ - - -- - -_- /t R.C.D. 1'Or&A iX,r d .L1 I hVEZ'Z R A"RC/NI� amowAr REiivfvRc" .1Nv�tsrA. I . 6rA. 6f 73 6� ( _ REPLaGES 3TaNDARO /S /N ADD/TION rV THAT - t AG.AN RE/NiORC/NG .3NOWN ON STANDARD ALAN i C[!T QFf WA �c ori _ 1 -- 11159.51 -- -- i 4. • , L/NED D/70�#1 •S ►� - R' O I - - L.J 1i1aT S1Vl7t+/1f/�F GALTR,�AS PLANS / DITCH i ° . ob43 ' - ° - Ft YD/Pr4 L; �i4 - - -- , 6T I • A. 7 SS.32 - _ - - - - - - - -- - - - -- - - _ PARAPET DETAIL - - e/olo �o oe C.F A B ff54. 5 L. !S . - - - - - - - - -- • • STA. Zf_35. 05 Inv 00 t O -- -- 4b z s .oo - - - -. - - - - - l - -- - - - - - - STA. P. + 5 0. 00 iC,4S/NG N0 /F/ - - -- - - - - - - - - EU7 Off WALE - - . N.T. S. i - L/NED CHANNEL R CALTRANS T DWG D CONC. AFRO RMORFLEX D Cf/AN 11 i 1 j L/NE NEL i � 1 - $ � - -.� .P . 7 f - -- __ _ _ - - i _ - - 1 J. S. RO. I PElt RITtRSIDT COURTT F - }t �I.� ��.�. tOdb CO 1801 It110 , MATER CONSERVATION DISTRICT STD DVG. NO. JS 226 : A-37• , B-42" , C-25 . 70' , ELEV. R-1156. 53, ELEV . S-1156 . 50 , 1-7 J . S. NO. 3 PER RIVERSIDE COUNTY FLOOD CONTROL AND - - - WATER CONSERVATION DISTRICT STO. DWG . NO. JS 228: b - - - -- - -E.. - - - - _ - -- -- A-60' , 0-18" , ELEV. S-1159. 52 CASE P ( COLUMM SUPPORT ) -7- ff - --- - - J . S NO 3 PER RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT STD. DWG . M0. JS 228 : ' u A-b0• D-18" ELEV . 5-1159 .91 CASE 2 COLUMN SUPPORT f - LE-HORIZ:1 =4 I , ) �4 PROPOSED STORM DRAIN LATERALS TO BE CONSTRUCTED PER !Z tt �T '� =4 j PLANS FOR TRACT NO. 23371 - 1 , COUNTY OF RIVERSIDE, �if' CUL�/E T j STORM DRAIN PLAN, SHTS. 12 , 13, AND. 15, OF 16 I 6 s-'lA. V1100.00 TFE 'phyw 6 Q CONSTRUCT 2 - 12, x 6' - RCB TAW PER CALTR1tAs -s l` C7/'P�/E A STA. SOt00.o0 rEtifEKu OR VE 375 SY ARkVRfLEX CL. 30 i 0 81 AND PARAPET DETAILS A 15 8 - SHEET 2@MKORCED Q = 24'09'49' CHANNEL PROTECT/ON © j CONSTRUCT WARPED NINGWALL PER CALTRANS STD. DWG. 086-A ' SECTION AT AND DETAIL ON SHEET 3 Q tea, 475' � - -- . L i POO.So' \ 7� CONSTRUCT 18" R.C.P. CL.S I to 5 0 .10 ZO 30 SCALE J /p T: /01.67' - ,._ ti E.C. = 7*55.32 / �. 3 •T1 w l� h 72 `0 Z 2 4 4p ns' ws S AR�RnLrx el. 30 _ 3,.. 014AWL PROTECT/ON 72 \ � r' i ; �''�� 1 t OVA48 e ; 75 !I 7S/ R \ %57-A 135:00 1� IVAFe J3+40 6= h e� - _ C _ _ ! 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GRAPHIC SCALE ' vzANS O 41/93 i sn4. �f,asr rFE aRrrE PARAPET DETAIL A . / STA. 155#00.95 „ ►� - 0 40 80 120 - STA. 7+55 . 32 OF q CAL IFORN/,4 ROAD l -...-- • _ ,E NCH MARK.. R E V I S I 0 N g •^;�r.a ,,,;._.. k ers^^s,"_ N�T+,� RICK ENGINEERING COM' PROJECI NO. s ""` `�`"ANGO Al ` SIDE CAMs °"s ARM FL EX County o f Riverside dVG CANYON iN14$E' t>�?:�!NAGE tMPRovE1W�NT 3120 O'11GAG0 AVE.SUITE 1p0"rvER510E U.!1107 i7.�) 70) - .AATJ7 EW.&&a"0m _141P STREAM - ENGINEER OF WORK: APP BY: TEE DRIVE BOX CULVERT PLAN DRAWING N0. . ... ! SEE SFEET N0. 1 OFC p``Eo��� E �, ,`;N, R_ �.� COMM OF. RIVERSIDE SHEET NO. RAW BY: DESIGNED By: crlEcxED BY: APPROVED dY: � �' I 4L � FOR ROAD COMMISSIONER � �9 ��;� NO. 235 71 -MASS GRADING AREA A REF. DESCRIPTION JAPPR. DATE / RIVERSIDE: COUNTY,CALIF. DATE: �- 2 OF 3 : JN I O;83-r CUT-OFF WALL Mdf Of BAAW :.: DO EDraE QF EDIGE Of Z BANK -AI � BANK I ► - �•I b CEZ.LaVARIES +! VARIES* /�2 CFL' � til: N a M N VA RIES 3 3 VARIES* / Z �L4rldQi�EX j L/ 0 s 2 3•dw41h CNq 4010 �'L�.' 155 O N b �• �� ?,� i' _ :s C ^ .t CLA55 50 — � � 1l20• _ ARMORFLEX \ 1b.Q' - - lQ0' � N .. ow ' 40130-A Al/COLO/V42 L. Jl LTER FABRIC OR - —5-0 0086 •. - • –� /V • x•00908 S■ 22 EOU/VdL ENT - - _ c»AJ�R2TE �Z •J5, LINED D/rcN +� S PEW DIA4IOkB AND ELEVATIDI�lS JEE EOA�CRETE + /58.G1� - . .d2 Ji6f.i3 4 PLAN VIEW ON SHEET Z 4 LINED DITCH 1h Ct�NCRE7F 5� N :I +r APRI�N 15 ;tA \ � • t • �'a N I-At ,NaRFLEX LINED cwANNEL ARMORFLEX SECTION o '� I • . ,: �� G.d. N. T. S. t 1/ - 1f I. • mo.ry R C-e. �✓iitGA�t� �o ' h Q Moo/PIED ti DISK M 076�6�4 �c4Lreu�us'srD. I N ti MoMANSMON OF f'AhDiff CUTOFF jW,,4LL Zk4r /{V 0-06,461_ CONCRETE LINED D/TCN Z5 2 x A. ! AF7..4/L III 5CALE' "W11 2 &IC7AIL E oFBANx . -.. _� sracE:i •/o• Z ' mss st - io 0 -/o ro av /0 0 /O zo so PABRIC tIt~OPMYES TER CA MILE r ,PFLQ' 7ew GiF AWWW WSPINU.B. D a #Vv Of AANX CLT-QFF JVALL r6 m coAm ims PLACE PER „p ALONG BANK TOP. ANCHOR A55EMBLY �_V� �0 SPACED AT•� fT. INTERVALS .PLAN VIEW 0.0055 eNFJ X AACN OW � O.OZt3 � � 4' .4RMORFL EX L/A2�0 Q' KW Cr/T-MFIWZ CRA/YNEL PER )IM MA/A/ErT/av M,4iQI�FLE,r SECT/ow D �fNCf�Of�' DETAIL E a1�E -riave /lr ,won�rtEa urr-a*watt N. T S P-'v r6•'R C.S �� ,� FOR CONNECTION TO ARMORFLEX /069cm ffA6FG4LT,e4AV STD. LINING,.SIEE SECT/ON e PER G4LTR444 3'6 W. - ��G:AOV 0 615'-A L7W MV 40-M-.4 &E'TION ac�[�i'rio• acAcE i�-/o• �D a�I�•ar�r is vARr W17MIN /S 'AREA /0 O /O 1b 50 /n -- O /O PO - - 'JO Z-0 2.0' Loy x f"M/N. SavL 9NAIiN. F • �L C.LASS 50 ' * I3.0' 13.0' 1.0' N�/�O O2. �• to” llt eELt TatwflLttD wr/etdss am.4I 0 '� ARMORFLF-X COA CRFJg L N APRO /'� ✓„ J��L. N R /4�. 14*4 401M-A WcoLbAe comcmEre :�ibl�N. GABLE ARfZEX OR EQU/V,4LENT APRON GL G/. 30 CELL o/a-ala Mr �_02 LOOP 0 VARIES -SEE PLANS /n wrN. FROM CABLE �r--OFIC w coop ON HEFT 2 oDiF�Eo cur-ate w,�c.� sEcr N �a PMD LIAI dRiI�C�+7R" DETAIL F • ,4RMORFLEX SECTION � 14. r. .5. j N. T- 5 - N.T-S. ~ ✓ 11 - d ffaDhIOLL &7*41L5 IIIIE ,4Si M6V - Yof ESSlpA,q RICK ENGINEERING COMPANY Sl-NCH MARK REVISIONS PROJECl NO. :""NNM`°"�' �`"'"�" County Of R' Ars i d e CANYON WASH DRAINAGE IMPROVEMENT �. 7t20 CHICAGO AVE SUITE 100 RIVERSIDE.CA.92707 1710 7Q-0707 -_ -, 0��0-90 - - TEE DRIVE BOX CULVERT PLAN DRAWING NO. ENGINEER OF WORK: '�` APPRO a �� �.� SEE SHEET NO. i -- COUNTY OF RIVERSIDE , J1 CIV1 .�► x :�N, R. . _ A r SHEET NO. ljEOFCA`���� DRAWN BY: DESIGNED BY: CHECKED BY. APPROVE BY: TRACT - � - MASS GRADING AREA AFOR ROAD COMMISSIONER REF. DESCRIPTION APPR DATE RIVERSIDE COUNTY,CALIF. DATE: _ /J 3 OF 3 JN105f3-►