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930gg_sd _a GENERAL NOTES CLAY IN THE COUNTY OF RIVERSIDE STATE OF CALIFORNIA 1. The contractor shall be responsible for the clearniq of the 5 S MAYHEW WASH C-TLVERT AND CHANNEL propose(work area, and relocation casts of oN existing utilities. BEARING COUtfrY OF Permittee must inform Courty of the construction schedule at least 48 hours prior to the beginning of construction. RIVFRSId� Phone: 909 955-6885 BRUNT 2 THIS PROJECT IS BONDED AND MS3876 ( TRACT 29320 ) 2. All work shaDM conform to the requirements of the subsequent County Transportation Department, Improvement Stds. and Specifications, C(ElglA1D LATEST EDITION, County Ordinance No. 451 and subsequent amendments. Rte+ TO BE INSPECTED BY 3. It shall be the responsibility of the developer/owner or contractor to RO40 apply to the Riverside County Transportation Department, Permit i. IP_V320 f Section, for on Encroachment Permit for all work performed within public PROD CT I,�GX CONSTRUCTION INSPECTION �j � right-of-way, dedicated and accepted for public use; and t°be resporsible S1 TE I1ZVL 70 ;i .'.---�`i�,5 ?-fir--.may -, }, ,: ''> for satisfactory compliance for ail current environmental regulotions during CLAY �� �i the life construction activities for this project. Additional studies NAIXX(4( ( • yrp \A' .,l` \� \ and/or permits may be required. 44 ym CONSTRUCTION EASEMENT /+ , R °.z/ x �� ���1 ., \ \ TO SYCAMORE CREEK L.P. ' i _ 0�0 a�s \ `\ \\ 4. It shall be the responsibility of the contractor or developer to WITH RIGHT TO DEDICATE. J�^� " - ' J °s`s '� `- �� r�\•,`\ install and maintain all construction. regulatory, guide and wommg °>s a $ signs within the project limits and its surroundings and to provide �\ v '\ �\ so passage for the traveling public and workers until the final W - w - _% '�� ;� - `'~ ''•\ campiehon 9cnd acceptance of the project by the County. �" GLEN!VY - -- r + !,% 3 \ \` "'- '), 5. Any private drainage facilities shown on these plans are torn formation only. HOT SPRINGS ----~ ! .�3"`°T'. - x 1` Lro,e U,.� {M \ \ uy signing these improvement plans, no review or approval of those private V/C/N/7Y MAP __ f= G� +e"'` \\ 'r /CQTRANS R/8+ �I I,i 11 facilities is implied or intended by the Riverside County Transportation / /`�J(itl� L ,� t - Department. FLS _ � it I`0?a 171 \\ � 6. The developer shall beresponsible far thenstollation of aditionol signs and markings not included in the signing and striping plan within the project areas, F or on roadways adjacent to the proTect bounds les, upon the request of the if. t Director of Trans ortotion or his deli nee to improve traffic safety on the roads under the jurisdiction of the develo-sign IXISONC GROUND GNYON Dh�A` `. �' P \ ;--._1 -'�?. t + a.a.�_ / .�y /. / \;^ \\\ 7. Existingd storm drain pipes/culverts(whethet to he connected to, extended, PROPOSED SLOPE -7. =._-�;-T s�,e(� a ,GO 2 /r "� \� \\\ adjuste ained to, or just in the project vicinity) must be repaired, and ! -- 12' "- �,__.:. e, S Y -' \;i+o°p i \ -io:n- `'y\ a dmake them functional and acceptable as directed by the (3.66m) IXISTING GROUND --= o- --' - CFURAPE! -, 'ma=r_ _ _ I I \ transportation department. cl 1 (\� _ 7 2X 30.7 em `- -- -=.1` - - f , -_-1 f R -�'-/ rr , - ,R`"'5-'� .- �*�\� 8. It shall be the responsibility of the developer ar contractor to apply to the AIIPJ ( 48 ) - --y.. _ - - _y �% -2,� California Department of Transportotion (Caltrans) for an Encroachment Permit -CINttW'RD-�'" for all work performed within the State right-of-way. PROPOSED SLOPE ...._.- 9. Asphaltic Emulsion (Fag SeriY shall be applied not less than fourteen days PLAN Y ?7 ry:` �-' "" `r• '"'�---___= T=om�g`,C� T _ ---- following placement of the asphelt surfacing. Fog seal and Point Binder shall be v_ r,%° ( ) ; - 1 -'-� _ -= fXO7`R __ \ -- r. _ --_ _ applied ata"ate of 0.05 and O.03 gallon per square yard respectively. Asphaltic 5' 76.20cm t .J =�- I - -- emulsion shall conform to Section 37. 39 and 94 of the State Standard 114 TON ,; I -- �y--'J�. ,.� - - Specifications. I 1'P--RAP 114 TON _ -_ S. 2.5' RIP-RAP \ ur R STORM DRAIN GENERAL NOTES N�1 L-FUTURE (76.20cm) (76.20cm) 11. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION, UNLESS OTHERWISE NOTED. SECTION 'A-A" /'t" �'l \ t.U, . IFACT 2932D BOIINWRY 2. ALL ELEVATIONS ARE IN FEET, BASED ON U.S.C. & G.S. DATA. jIl +�I\ a I \'' ,y 3. STANDARD DRAUNGS CALLED FOR ON THE PLAN &PROFILE SHALL yip N RD DRAWINGS, ALTRANS OR CONFORM TO R.C.F.C. &W.C.C. STANDARD C EXISANC GROUND -- � _ --� -(' 1 F}.iI;I� �/ F's\ J,, RIVERSIDE COUNTY ST ': ARD PLANS. l W 4. CARE SHALL BE LiSEDAIN THE OPERATION OF HEAVY EQUIPMENT IN AREAS / PROPOSED SLOPEWHERE THE FiFa iH OF BACKFILL OVER THE R.C.B. IS LESS THAN 3 FEET. XELEV-52.0 5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE-CENTERLINE INTERSECTION STATION. } 6. THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE 5.5' ""j \ \ ', 11 I _ PIPE MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/e" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER i i __ - i" ---- SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL y 5.5' (167.64cm) _ r / r C� - �; A :+Tzil-.`1f.T-•?. 3 i ��.i.t \'--�\� ,� 1 ; BE Fc=5.000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND Fc=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND, 2 TON RIP-RAP FUT, EXIST. R/5RW 40' 40' R 15?�' SECTION 'B-B"n .57 121Hm 1219m 1.5 N.TS. INDEX MAP CALTRANS PERMIT # 08-02-6-MC-0928 B. 15' 15' 1 8' - 18.29mDin 1B.29m .15.58mm SCALE=1"=60' 244m 4.57. 4.57. 244m 60 30 30 0 60 120 180 180 SCALE 2.54cm=18.29m 602 ,y o•,L� EXISTING GROUND EXIST. T �> 9 3 6� EXIST. SCALE 1"=60' CONSTRUCTION NOTES QUANT. ESTIMATE GNC. x u zx ''46 ?'7v cNO. PRCiIOSED SLOPE SCALE 254cm=11129m VTtp ----4'-. ��- Q1 CONSTRUCT OWBLE BO%CULVERT PER CAL 1RAJ5 STl1.DBI:H=T(2.13m)5=I4'(4.27m)_,- 119.14 L.F. '� -;,, -" u I I-8.5"(21,59cm) 0, CONSTRUCT BOX CULVERT WINGWALL TYPE A PER CAL TRANS SID.D84:L,H&A=PER PLAN 132 C.Y. �s ' ryyj U CONSTRUCT 1/4 TON RIPRAP PER SEC11ON HEREON 1327.5 C.Y. REMOVE g REPLACE I iTi4 INSTALL CHAIN LINK FENCE PER RCFC SM.MBOI 239 L.F. EMSDNG PAVING (60.96cm) ZL q" O 2.5 (76.20em) n (10.06em _ OS CONSTRUCT 0.33'(9.14em)AC PAVING OVER 0.58'(17.68em)AGGREGATE BASE CLASS II PER TYPICAL SECTION HEREON 30 TON/31 C.Y. RIVERSIDE COUNTY STD. No. 106 (MODIFIED)* T 1/4 TONu c © FOGSEAL _ -_- 0.2 TON TYPICAL STREET SECTION N.T.S. RIP-NAP V rONSTRUCT PIPE SWING GATE PER RCFC&WCO STD.M820 2 EA STA 96+07.00 -STA 96+67.00 N QB CONSTRUCT 0.25'(7.62cm)AC PAVING OVER COMPACTED SUBCRAOE 86.3 TON 2'j60.963.. IN OVERLAY 0.33'(9.141,m)AC OVER 0.58'(17.68cm)AB 14' I ® .10 O5 m MIN THICK (� c ) TI=7; R=40 (427m)- OSI CONSTRUCT 6'(15.24cm)AC DIKE PER RCTD STD.212 108 L.F. OR AS DIRECTSD 1'(30.48cm I.SIN SAVJCUT -TO MATCH-XISTING CONDITIDNS SECTION "C-C"!1 10 REMOVE AC PAVING 1667 S.F. EXISTING PAMT. I I IN Tb EXISTING PVMT. - N.T.S. CAST-IN--PLACE REINFORCED CONCRETE DOUBLE BOX CULVERT11 CONSTRUCT 2 TON RIPRAP PER SECTION HEREON 2360 C.Y. O __ NEvr P1a.r. PER CAL TRANS STANDARD D81 PRELIMINARY R VALUEBASIS OF BEARING _ -- I- I PER PACIFIC SOILS Underground Service Alert NOTE. THE BASIS OF BEARING FOR THIS MAP Is THL CAUFORNIA COORDINATE- I ENGINEERING, INC. Al : BOX CULVERT IS SYSTEM,ZONE 6,DETERMINED LOCALLY BY UNE BETWEEN CADT STATION DATED JULY 25, 2002 `q� I CONTRACTOR SHALL VERIFY HORIZONTAL & VERTICAL "�+T 2'AND'CLAY'AS BEING H4asc6'07 w,AS DERIVED FORM NGS aAL �� TNo WORKING THIS PROJECT PROTECTS CAMBELL 1996 COORDINATES SEE VICINITY MAP ABOVE FOR LOCATION OF MONUMENTS. JOIN DETAIL YOU pc _ rau pc RANCH RD, (SECONDARY ACCEZIS LOCATION OF ALL EXISTING UTILITIES PRIOR TO REQUIRED FOR ALL Highways � INDEX OF SHEETS BEFORE DAYS Fd.standard California Division of H' ra brass disk in octagon shaped N.T.S. TO TRACT 29320). WEATHER ACCESS TO concrete manumenL stamped'BRUNT 21981" CONSTRUCTION. CONTRACTOR SHALL INFORM DESIGN N.2218894.43 E.6155132.70 t1=-00'39'45.4" I OF 2 TITLE SHEET TOLL FREE 1-80D-_27-2600 Fd.standard California Division of Hipways brass disk in octagon shaped A PUBLIC SERVICE BY ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. TRACT 29320, concrete manummt,at6mped"CLAY 1975" 2 OF 2 PLAN AND PROFILE UNCERGROUND SERVICE ALERT N.2226833.01 E.6187212.07 0=-00'40'37.6' NOTE: - SEAL COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: IN THE COUNTY OF RIVERSIDE.CALIFORNIA sNEE No. WORK CONTAINED WITHIN THESE PLANS goFESSy TRANSPORTATION DEPARTMENT CANTY ENGINEERING GROUP, INC. M.57-C-82 STD BR'SS DISK 111 CONC2T MS 3876 IP 020087 SHALL NOT COMMENCE UNTIL AN °p A °N4( AP ED BY: eap°css'0,+ CIVIL ENGINEERING-PLANNING-SURVEYING FLURI,STAMPED'C SFR'569+8851 ENCROACHMENT PERMIT AND/ORA �� �° °>44`" °voax+'°+n B.C.ELEV.117505 i+ 2020 IOWA AVE.SUITE 102,P.O.BOX 52050.RIVERSIDE,CA 92517 r° i THE SO SEA li'JCL S 1929 i-S GRADING PERMIT HAS BEEN ISSUED. r n ' TEL (905)683-5234 FAX (909)683-5301 THE SUF'riEl.!EHTAL USC&05 AOJ',i�TMENT CF 793 BOX CULVERT ® MAYHEW WASH No.33950 OR 5. I CO--UN 7�,CA 2 Tba private,,tneer:g'omex Piotw I.rhP°asibk for - E•p.6-a0-aa A O s � PREP UNDER THE SUPERVISION OF: R.C.E. No. 17550 REFERENCE:26176/ TITLE SHEET a` pry aM ceptpbliry f the eoaign M1ereon,in the went of _ ° a`:creponci�,arta g ner u�ry apvrwa ea�ay coaswaioa, 9/ 3 L , p TU RIP RAP TO WEST SI OF CIVIL -- /AAA���EEED/��, EXP. DATE: 6-30-35 prtwta e.n;nK ahon ee pan bie 1o�eetca,i�aiay a DATE I3Y M4RK mr --t.::� � l,T.�_ �''a ar crofo"js -� sestE: AS SHOWN -pt,1, wr n ontl mivnq the Plana for opproml by the IAM..ET APPR GATE 4.'F�,eN>Fd RECOMMENDED 03 asTE: M,4,RCH 2003 FOR SYCAMORE CREEK W'O' 7209-001 sou parry. ENGINEER REVISIONS COUNTY JOHN lV. CANE - DTE FRE Na. 08-02-6-MC-0928 | - 1 ` �