Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Butterfield Stage & Macho Street Improvements
GENERA. NOTES lDO' 1. rhF CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 508 SQ' WOR/r AREA AND REL OCA TION COSTS OF AL L EXISTING UTIL I TIES. PERM)TTEE DEIYUST INFOR/41 COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR 9 4/ J. 41' L 9' TO BEGINNING OF CONSTRUCTION: PHONE: 767-511/ FOR PARCEL MAPS. ROP0SED /MPR0 VEMENTS PROPOSED /MPRO VEMENTS 2. THE DEVELOPER AIIL L INSTALL STREET NAI'1E SIGNS CONFOR/'1ING TO COUNTY 3' 6' 8' 33' 33, 8' 6" 3' STANDARD NO. 815. A t5c5i J. ALL wORIr SHAG L C4NFORl`1 Ao THE RcowR/7ENTS OF THE R I VERSIDE coUNrr . ROAD DEPARTIYENT I1'1PROVENeNT STANDARDS AND SPECIFICATIONS, DA TED 19®2, COUNTY ORDINANCE NO. 451 AND SUSSEOUENT A1YEND1`1ENrT. 4. I T SHALL BE rHE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFr THE ENG- '`y /.a /2' /2" 9' 9' /2' /2' �P' INEER, TO INSrAL L STREET G'ENTERL INE /'/ONUI Ews AS REOUIRF B Y RI IiFR� \ SIDE COUNTY ORDINANCE NO. 451 CTRACTS AND PARCEL MAPS ONL Y) . • �' 5. IT SHALL BE THE RESPONSAB IL I T Y OF rHE DEVELOPER OR CONTRACTOR /'0 ' TO APPL Y TO THE R`I VERSIDE QDUNTY ROAD DEPARTIYENT, PERI`1I T SECTION FOR AN ENCROACH'fENT PER/YI T FOR ALL J/OR/r ON EXI STING COUNT r 1`lA IN'TA INED ROADS. AND FOR UTd L I T Y !✓OR1r !✓I THIN OFFERS OF DED I CA T ION FOR PUBL le 5 , . ►A 2►,e, 5 . 5. ALL UNDERGROUND FACIL I TIES, VI TH LATERALS, SHALL BE- IN PLACE PRIOR •• 15.9 C-A ,T u TO PA VING THE STREET SECrioly INCL UDING, BUT NOT L //'1I TED rO, THE � CONS rRUCT/ON NO TES AND_0UAN71 T Y jlS T/MA TES 2_ c C4 ?� �� FOL L O!✓ING: SE!✓ER, !✓A TER, ELECTRIC, GAS, DRAINAGE. ROrJGH GRADE L/NE I TE_r'7S U/VI DUANTI T Y A3.S.IZ. 14AC140 � 7. CURB DEPRESSIONS AND DRI VE✓A r APPROACHES k1IL L BE INSTALLED AND COIF; e-Q O�5K70 STA STRUCTED ACCORDING TO COUNTY STANDARD NO. 205 AND/OR NO. 207, AS / CONSTRUCTO.�'A.C. PA VEMENT Toil �r'.'12" • 5242 z -d "r\,C oA3/00 r-STA.Q7♦�.dl� B. DIRECTED IN THE FIELD. B'UT TERFIEL D STA GE ROAD $Q SEE TYPICAL S C7/QN � 1 SHALL BE THE RESPONSISIL I TY OF THE" DEvn OPER OR CONTRACTOR ro 2 CONSTRUCTO.G�'A.B, CLASS lI G �r Ca9C GgG� � CAL IFORNIA DEPARrIYENT OF TRANSPORTATION COAL TRANS) FOR AN ENCROACH- w S TA. /0*82. I2 TO �S T, 18�:50.00 LSEE T YP/CAL SECT/ON � I'1EN7' RERI`1I T FOR ALL !✓OR1r �/I THIN THE STA TE RIGHT-OF--k1 Y. ♦ EL EVA TIONS AS SHOWN ON PLANS /_12� Co/vs TMUCT O, 20 1A-G.f'14VEME/YT"(S6E TYpICA l- -SEC770N) TO,-j kl I�VC Ora lap 9. ALL TAIr smEETEREC ONGH ARE DING TO E. ADDITIONAL I THE' EXACT STREET HALLSEC 8E ON C2 2.8 � A.C OV6';e D M ' A.gr C(-A65 7r' �l CONS TRUC T p. 'A.8.CL•AI S / (SC'E T F''lC,AI,L SEC T/GIV �G� �G� � V REOUIREI'1ENTS. USE STANDARD NO. 401 IF EXPANSI VE SOILS ARE ENCOUNTERED. / 8.00 A SSUMED /F'- VAL UE= 40 � � S � � � 9 10. A SHHLL TI C E/YUL SION IFOG SEAL) SHAL L BE APPL I ED NO T L ESS THAN FOUR- JI i A " 7'�U 'A. k/ / "EA/:T-,l COGS qlO" TEEN DA YS FOL L OIVING PL ACEI'1ENT OF THE ASPHAL T SURFACING AND SHALL BE Co � C7 0.28 C- l�AvE�'I� T(S�'E" 7Yr�'CAL S�-C'TIC�I./� TO,v I I92 1/g2 -, N APPL IED A T A RA TE OF 0. 05 GAL L DNS PER SO. YARD- ASPHAL TIC E1'1UL SION 2A COAJSTr'_ ICT O.&g'A_/5. CL,,4-qS /l (-GErE' 7Y1C'/GAL- e,-E�T/Q,v) c,yr 2/ V-311:0N SHALL CONFOR/'7 TO SECTIONS 37, 39, AND 94 OF THE STATE STANDARD SPECIFI CA TI DNS. ` R/Kl � CONSTRUCT 'A.C. DIKE(6") PER CO. STD. DWG. NO. 201 L.F- l!D 1 t0 11. A PRINE 15 COA T REOUIRED PRIOR TO PA VING ALL GRADES IN EXCESS OF TEN ?Q" PERCENT. /00' �-- C4�tSiTZuCT 7Y11"C 'A"'CU,2,g(G�) r�2 2/v 2 . Co 5M p91G w L-t= /02� �fpe� 405� T�E�IC'�! 12 THE CONTRACrOR IS REOUh4ED TO HAVE A CLASS ';4"LICENSE AT rHE T/ME 50' 50' --INS TA L L BA RRICADE PER RI V. CO. S TD. D WG, N0. 8/0 L.F. G4 cold COVS TRUCTION CGh/TRACT IS AWARDED. 9' 4/' 41' 9' , GaNsTr�cacT co�vc-r? � L7r�rvr,��a� (�x�r �v8.A . PROPOSED /MPRO VEMENTS PROPOSED IMPROVEMENTS 3' 6' 8' 33' 33' 8' 6' 31 INS TALL ST. CENTERLINE MONUMENTS PER . ENGINEERS NOTE: RI V CO. STD. DWG, NO. 900 8 901 EA. / I do CONTRACTOR AGREES THAT HE SHALL ASSUNE SOLE AND COIYPL ETE RESPONS- �► F/J1I1'SH P+ INS TA L R/PRAP (SIZES AS SHO WN J / 6r 2) C Y. I I SIBIL I T r FOR JDB SITE CONDITIONS DURING THE COURSE OF CONSTRUC- =c7, SURFACE o� \'r` TION OF THIS PROJECT, INCL UDING SAFETY OF ALL PERSONS AND PROP-- CONSTRUCT 3 WIDE X/ DEEP BROW DITCH L. , /OO ID�D ER THAT THIS REOUIRENENT SHALL APPL Y CONTINUOUSL Y AND NOT ESE` L I/'lI TED TO NORI'1AL 410R/rING HOURS, AND THAT THE CONTRACT-OR SHALL 2 _. ., - 1� 2 % 17 ASPN.AL17C EMULS/O/V�(PAINT BINDER. afDG SEAL roles I t� DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARI`1LESS �u FROM ANY AND ALL L IABIL I Tr, O - I � l�/57;4L L /I� AL �U•�l/2`Q � REAL OR ALLEGED I N CONNf_CTION !✓I TH •• 4 i , �I T AIL/N� f"EiE' t L T/c,4 NS THE PERFORI'1ANCE OF AIORIr ON THIS PROJECT, EXCEPTING FOR L IABIL I T Y �+ ARISING FR0/1 THE SOLE NEGL IGENCE OF THE OkINER OR THE ENGINEER. r � o sTo. A77c- 0 � �70-'c �-�• r99 � v � 2 ROUGH GRADE L/NE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIL I TIES OR lf-ISi�LL SU���UtStC)�U U7`/ JTY 79 � STRUCTURES SHOkIN IN THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH BUT TERFIEL D STAGE ROAD �` AVAILABLE RECORDS. THE CONTRACTOR 15 REDUIRED TO TAI(E ALL PRECAU- _ 31 1�1STAL.L� I /2 PVC SC. 4-dD '9LEEVE- 6=4/7- ST L.T.) E.4 . !'�' G G TIONARY 1'1EA5URES TO PROTECT THE UTIL I TIES SI-10✓N AND ANY OTHER RESPONSIBLE FOR THE PROTECTION OF AND ANr PA/'1AGE TO rHE5'E" LINES � STA. 23f35.OD TO STA 4Tt51.4/ - S TA. 18+33* TO S TA. 23*35.t ikUTURE BRIDGED -,;CH EA . / I OR STRUCTURES. ' 6 IiVSTr�L L -3'' /C f-t 4D LEEti/� ( UT. ST. L-r� E54- / 1♦ EL E"VA TONS A S SHD VVN ON PLANS 0.-!lr8' A.C. OVtz_ " 0.G6' A. 45. C1_A5!5.ZI 7 S T. / g-o; If- VA1aE COkIST. TIZA,USITID,V C'UIZF3 G �e d''c G " / � IJTT � G� [� 9 t g . _ t ARTHWORK QUANTITIES E,�.Q CO N5TRUCT Co` 5 14 PER .5TD 4 D 1 5 F. 1.4 5 D 7 14 5 D 7 EXCA VA T/ON 215,260 C•'Y EMBANKMENT : 125. 796 C. Y, 44' CE 32 32' 12 1 P�PoposED IMP O VEM N S OSEDP0 vtmrtv TS 6' 6" 8' L 24' 24' 8' 6' 6' a o� ,,l G -�- - � c.�►��� wags u�,,rr- � 0.9 FINISH d.g' �` C C"�'y5 C`l+ S R A O N Sl�T D i SURFA CE :\ I-re$A& LIN IT • -, , "`"""''r .-' _ `� � ��ct sT, C09-b Cnc.t"TT R. L•F. PT 2� .• PROJECT rt �zu S� C� p RwlvwA� � P aLQ Sl TE y ac S Z�} UGH GRADE LINE" o� � `' OV E 6115'r, MA CHO ROAD �� f Iz 2, '5AWCU-r � (M ❑ w ._.. CMG c�� Q �- � • � T 1 n-Z.� � STA. /0#7600 TO STA. 32+9692 CDNgT1�oCf Lo' �Ib�WALk C �� �. � 0< ♦ L V c-� w a_ E E A TONS AS SHOWN ON PLANS �w C26 ' A.C. OVEe 0-60r ' A.t3. Cl_A55 ff ° �' w �' � R- V L[!45= 09 LL z T/ 7� � x1 o � o" a MAC w w WOZ =6CA L SEC TIONS, z NOT TO �- w BENCHIYARff DESCRIPTION EL EVA �.•. RIVERSIDE COUVrr DESIGNA T ON: - 7w rAIIP D 2 i B2 � I T ,� B 1 S E ON 2 d �2 5R1,55 �oFESSIO SECTION OF FRONT STREET Qi DI S IN CONCRETE CYL INDER FRO/`) THE INTER�� �q� M U. 'yq1 fbfL F-VINom oN s4T s �9 AND RANCHO CAL IFORNIA ROAD, J. 4 /TILES NORTHEASr ON RANCHO 3 r ��� 1.� CAL IFORNIA ROAD, 44 FEET AVR rl EST OF CENTERL INE ON RANCHO -rR�4NS F' � 1G � cJ��-�-,a � CAL IFORNIA ROAD, ! .T FEEr SOUTH OF A 4 FOOT, . 0 BOARD RAIL �., B F *a v uL w 274 31 t✓h1T' ��Rl L C l L tN 'j" FENCE, 2' FEET �t/E 'T OF PP �'l751190E. SET A FIBERGL ASS l it T/V 5 CON5ULTl/V6 cr NO. 44341 ROLE I FOOr NORrHWE5r Of�NUNENT. RANCH VICINITY MAP 77SS3 Y,vEz ra.I Exp. 6-� -rEMf_CU A, r-4. q 1-'59a , NO T TO SCAL 'r"ENe"&Uf.A C_A. lrlff#?i T -1.. ( g013) UIto - 7000 SEP 2 5 200 � - sIviti �" GCl REPROGRAP I -leWILL/AM D ALELLER• D/gTE FC, Y ` cN 5. YQo �A, RC E N0. d4 34/ E'Xl�" f�3D- W.0. NO, 68~8 742 ( / UNDERGROUND ALERT INFO: Jl9 Pp VD DA I E Jb'�'11 i t L✓ rj I . - - i LOGVf.4'E I� f3G'TTEfi'F/�'CD .STAG E -�i'D. - STA. 3B r�DD TD -¢6'f ANf7AC ENGINEERING CORP. COUN7 48 HOURS PRIOR TO ANY L D liVER67Z7 M.tI Ci rD RZ7 - ,STA. 2 4 ADD 7D 3 4'r4 S/ 46'APIAX � � +.. 21'447 Enterprise r C�'r c T rr wd s t RE,- STEREO CI VI c 't EER ND. 26�/5 re mm Q u t v r Calf/ Q P n f d 9Z'39� STREF r . I FRO VENACIV TP�.,4 INS CEDING IN rHE" VICINIrr Of" a !_O T/ONUF C/lll� ,•A,, f��V/SED LIVE �%V"cr.//1rE'"wolvGG� - - - - �!M_ DA�`E.- 1 E`'XP. 92 r. rr/4� 6T6-�aoa UTILITY. CONTRACTOR SH14L L "ems -,��/L T � �� Q � s- ASSESSMENT 01S TRI C T NO I`59 NOTIFY fU. S.14. � .,_...•._� VE.D ,B Y: `" ry � 3 ADU EIDE/�/AL�' �A5'rE9L Y 51,0E- 9UTTE.4F'IEL D 5�rA,&r R'D-� ""� 56AL E: BENCH l`1AR/r. ,�UTTERFiE�D STAOE f�'oACa SOUTH UNDERGROUND SEE'!/I CtS" AL ER 1` s,,Y T s 4 5 �' � Fa.e T,P Z94 3 2 ,�,a a i o 5 z . 0 � T 2.�"-�91 EL EV 1,�,3`O 58�" MACHO ROAD AT: 1 eoo- 422 133 a� F.� caws dN 8 s . A PEQ Fti- /Z; RIVF_R.� , .�,�A/rY LIF. rir�E_-sH Er F�ILF .A'O. cup �a!s --- - A T�":.r_ P. FOR RL�n CQI'1 ,S5't NER DA 7F: SEE' DESCRIPTION A80VE W. O. FOR: F. 9. r ,tom NINE. IN A191 _ r _,�.�.-,.. w _•..,.....,._.,., _...�. ..............._.. ..r.w,. .a.-...........,..._.....*._.._,. ..._..... ..........r..�.��... _......•._.. »•r r� «-_....w. _,........-�..M_... _ --^- _ _• --•r- _ ... .... .. _ _ __....x.........,._...w__..�....,._._._..r......._.. �'••_"t^^ -...........r...___•...W._ w...K__•._._.,. .w •__ ___.. _. , _- .-, ._rr•.. .._ww..«.�__. ....... _ _.,- ..__..,_.-.,L�.,._ .... � ..._ .r..m-..,_�_,._..r.-__ Y.,,.._.._._- -�__, .. ...w.._.......r._. ._._.... _.... ...._...,. . t r 1 1 i D f i 1 i 1 1 i I t t i r , I ' ' ; , , I A.. ,1 h I 1 1� I 1 ! I 1 4 7 1 S 1 {jy7 f t r 1 1 I , L .. � ,1 , ..._ � ) t .. � ,. .. 1 .... .... _ _.. .{ F. .. ..�{.... 4_.....� 1. _ .....�...-. 1 i ;. - ...._ ..- , I J f _ i t fi , { , { , i f T +- , q i i � 1 t r 1 _ _ 1 1 t I i 1 1 1 i , a I i 1 1 i , , Y I , , Y , 1 I ' , I . t , Y' � T � � 4 .,• � ♦ � � � , . , 1. � ,. I ._..... , y �.. _ ..� _._.wl .. - .- .-..+ .... , .�.�... �,..... _. { .. _ .,._.__ .} _, .- � � `..... 1 - .� .,_.. .{ � ..1. - .._ - -t.. _.. _._-p._-.�- j-. j +. r. 1 , , • CQ D�/ «�--•, � f• { , e i j a - `' .. .1 •..J - , I i } 1 I t i F i I -t f 4 r ! ! `✓ ` I / t R V L .. , , r v• r r � �^ �- 6VI30 j. Id , I J�J�/�y i I � 'd- r} e4 M',;; y` r ' ; � i � j i C� y 'C9 V I ,r► _ D' I , . 1 L v ; p :�; �, EFT } ' i i ' �? i 1 �IC�' C ,� , r , , r T t j _ 1\1 l Z '� , _ ' i a ` t ' r . 4r+ / • , 1,l ; ; ' 1 1 t ,� ( ; `�l f.. , ; - , r , t \ i t ` I � I , -- .,�_. f � � 1 �' l7(y ii, Y i i ( i { j � � } i } t �•J- GXJ i Out ♦ ( I 1 r i } S 1 i i I 1 1 1 , j -� � t. � i is � � i i , V � I ► r 1 i t 1 � � � 1 � � i j i i :. � i. 1 t � } j • , I ' r ! •, � " � i �1 r ` , j. � �• � 4 i , { j / i � � i ( � j 1 , i ; i # I i , t 1 i l i � t i i ; r • 5ro ve U , , � M 4 -r t- y b � a � 1 __ ___,. _ .y ., a c .._ j '. •r _. i. ..._ j __ _ _. _._. i .. .,... _i , .. ....... �.. }. _i ._ .� .. � _ _ ._... -;. , 1 `�;, � i { � J -- 1 - ! I i � � I •,, r � r � i I � 1 � i i � � � 1, � i f R i � ``1 ` , } i 1 , _0 -LdofMG4 SOUTH i f + ` 1 C 1 1 t )tf } /y,� (/.�' 1 ��+yi SUBDIVISION �1�y A� UTILITY r�r.�, .. .. , ♦ r ti � � � � ♦ / .. V -r... _" fi ....; ...�,..... ..., +. ... .,.. ... .._ _.-... _. � .�.- I ( .. .... �: .� - ..... ...._j. ., _ --'.}•-- - - i' +t.. V t - i - -•1 - •- - -T - - -T �W�I�YY���r7��D� ��'��♦ 11 . r ! i„ 4l ; >: t 1 l � 1, 1 �•+ b r i �q,, �+ I j !• SCiALG HVR � �201 VER 1. -~ � � /�. ^ar ^c ..•+/.II ..4...w.+.' .�..r..�..,.......n.�_.....w. _ .♦ � � ..� ,.i., ..•,,.�,.w...,. .IF r _ ,.,r. �.,..�. ..{.». � .r_.�._M � +..+-.r�:�--...w..... �.......,.�.. ..�.w.,-.., ,_r+rvi« 1r.+..�,..r r...�,.�r........n.... ...1.--.,.�- .,,�Ja.-,-�.-^.... , _ ... ....�.. �.-..-•w....�..-,.. ...�,. •-..,L-»..+.►+ �....-.....�� ..I. •� »-.+•-.1-w j.r. •�, b�_-..,.« .o -.Iw. .-.« •A � w... _4... ..., .., (/�_► 1 • o ! a f + 1' j ^•..� l� 1 •w.�r._•.... , , , �+'�i �r�)"'►/1�1�•�- 1 O 1 C.,L \ + ; 1 t 1 I T •1 { + j ' T ti7 w ,.vC�L y V G '}. • L i { Y" �► 1 i i,`�•. V • f � ' • � r ! � I f - 1 � 1 ?. J '` ; F t� � i T ' N � � t � �. .I s _i � � •;. � �.}• ; i i I + 11 i j VVV � �. ..�.._ ��... � , e0, I 1 t 1 i � ....I./�I r {( . F "'� '� }•' / .� � .. � h � -4•- f• - , _ .._ _.� w_ I .� ,_. .w o.- • '-- �. ._ ,.. ...�. ---- - - -. _. �.. jr�� .l�/i'"� -1� -- ..-. _ .._�..- ._._.� .._.,... � { _ .. _ ,. _ i- I -�. .i`- �.._ ...�.. _ _ .}.. - - - ��T/IIJ� I,...,.ur.:+�..r � �( _ ; , 1 ., ti]I/� � , � -� - « � / � � , ! , ` p { ..k.;J 14 I I Ir1�111rr •w�i�i�r�wliw - -- ---- , } , i • 9 f i • Y ! y 1 { t r, , I t 1 , i i 1 i ! { 4 _ .• 1 q' �"/� !. i l r. : : t t i - -- , �. ,. 1.-. `►► �► .�"'�` , f t { . r � f /r i✓�,/ � i _ '� ` ~`r ,lift � h i 1 � ! i I i , ' - + '� ....Mw , j i � � ± "}_ } .�.. _j.. } �• 1 � "? ; 1 � � 1 ' � /�/ i .. i j. � I 1 •. , ._� , _ � ' '+'" i t , tl .j Jf F )1j � # f � � ( i 1 i r � 1 .•. .f ! .. :. .. r. ,, _ , ,.. r .. . .. .. i.. :. I ... _. _ � i. � i � _ .. - _- •..>i._. ,i .. ..j .._.y ....,...-1- ._ .. ._. ,..-._j.__., .:....-_. -...._.k-•.....�--__--7._._._. _...... ... .._t. ._._.. ., i : f.. 1 i i. _ * _ , v t y ♦. ' I i j , t 1 I { , .. Q„,�� Q I Y -j yytl,• 1 > t i + r t i f 11 - ' � .. - ., ( 1 i � , A � ..�.. 1 }� } 1 , * ; { , ; } ; ► ( 1 i �, ��T s I J� i `P--�/ �C� ; { 1 � l � .� � . � � I { .. i , , , ]1 1 1 ! _ i 1 ti 4 1 i ,1 � L ( 1 1 I - _ 1i 10, , _ � t it '. _ . � .�- - -#_ • . , _. :_ _ . . � .r.. .� t_ � _ ..., .. j 1 � r I p , 8 �- v ♦ r � h 1 • / 1' r } 1 � ♦•• x_ - ' 4 _._, ... ' .. , _. _... I'.... ,._....»y_....- ..f.:�...__ _ _..4�..._-._ .. __..__ .._.. .....f.- ` .. .. .. I.. .. 1.. rt .,.� {... 1,, � I , _ I .t ..1.... ...-M ..}- _. ...A_ _ ;... 4 .._ - - -!- .1 Y e _ F . hj k i i F i41 , I ' , t t4 f i ' v i M! f t nl i i♦ � i 1 I + 1 , _ _. _ .�_. - -- •'h - -•• .�- -+. }. /. �R _ ,i >• � ,y�s r � i* i -#} i _ *} • , _ cp ,C'] � �� ��- •;- iT J _, •� yr `t� I ro � : J t �- �• •, �} i. I �.T_ -�:- t , r s � �I 1 ., .+ ..'�' - *` ,1 • � z- /e1, C//•i! � �^' �. 1 9. � �• 1 ? { � 1 .. [� � � �1 � �. � r ! 1• •, ; � + l� � i y � t i j� � � � i 1 � �� � I � � � _ t. _ � I L i 1 I I .�.. -y1 ..�. .� V. .,.....,.� .�..�.. .n,. .+....,r- M.�- -e. ..�,.•.. -.y.,..r,' -.}...,. �f 1+'- .� •�.�..�., ..I•� ,.�.,-....,..r» ....+ .....,�,.�,.,,_,�•rt•...'« ^,y+--.« _.w..�.» «.w'.• «..•. -�... ..rp„ ...,••A� .. ...•. ...� _-... � •-w..,.J,w... .wl,.w... 1.,..,,.,.,.,{.....r....r...,,r...},,.,...�.� ��M.`�, pl.•.w,.r�... _r.k- •+�r•���" '..•�..'�.'.'«rrr..,.� RlGI�l7� N o o �• �\ i � _ ; . � N 1 0 ,. I i � �W �. _..;,r_ .�..--.�---�--- 1�1'�`HT� I (� ,. ram• p y {+ ' i r / `y t `' � V� \ � � �y ~ � N ...� Y } � t i � � ` • � N� t 1 � ; r r ! f � ( - I r t 1 t i .{. �. .. _.� ;. 1 � 4 � � �' . 't4 ..y �' r'l ��y � t {� � } 1 1. ._ �� !`� i � , `v , T• \ .� �f �y ~ � i h.) I i '� ' i i j � 1 •.�.. � ' t ` 1 I t ; i ' i � I • i � , a h, � ``� � �' \ `�•� w. , , t � t_ � �i r ; � ,, .� � r �1I •� � � , � � �: 1 l I �.. +.. � t {. � i b 1 `v O 1 ��r ` .. '1►. f' \ ' f f - 4, } + i - + 1 , , I 7 i 1 I w 1 r� 1 t I-4 1 y! f•r F , ! , I C.. . .. ., _. •. ;_ '. r-... _.. ._.,_ r,. , � � - - _ .� - ._.a .. _i-_ ..._. t .. l_ i 1 i � •j _ j 1 ;. " _ _ .. ., - - - _ � -, �.. 1 / i } 1 , i N , , , V ,. � 4.r+` Ff 1_._ _. }.. .1 1.._..__ .._.�_. .._._'-__._ . ,, ". t � .._,.4 ..l _..�_ .. ..... .. _. ..�......_ 1...-...r .... ....-... .....�.._ .. ......_....., .. r , .. .1 .. 4 r r d f ? 1 •t 1 , 1 b j � R ; � � { 1 � r ! 1 a , � i ! y � � _ � ♦• ! �rlf* �-T ■ 'c[} � �( Y�l� 7�� t• - �..- .,�.._ i,. j. .�, k .,.. .}. t. .j. .,. � _ ±._ S J _�... F '�.j. • _ f.. ., 1 1 L� ...i , tL4I t , _.{� !J C _ _ I._ ...�..1..• - -. .... _.... _.y .. (-- , _ _i l 1 i .!_... .-a ... f. t. .�.. _ .. .j.. .-'�- -� -•�. .i._ 1 _ , i / `�� t C 1 i , r f 1 ' f 4 .' _ t � , ' ' � � j } l f i. ' � "►� 3 � ,,,� - - •� - - - -1 }- � { 4 j l .. 1._- _, 1 }. _r.. .{_ 4 -- - _� - "�.. ._ _ .�. _.� � .. � , 1 r '0 1 , 1 '_ .. _ .. ..-.. - .. _ .. ..._ -... .. :.. .. ..A ..... .. .... �� .. .A_,.. ...... .. ....... .,.,.-....,-..._ _,..,...,..-- ..-_..a,-.. --..-..... .... ..- 1 ..- .._ .L,.. _ ,. _ ... _.. .. _ _ - -. - .. __ _.A._ � .. ... _ r _.. .. - �. .A..r.w_, .. ._ .r.r.«. } ww..r... ,,,. w .... �r. .... ..-. ..r . .. ,n. -M.... .,.. i._.....r � v � ....,r... -.- a .-�... w...rr .,.. ,•.w. .......,•A w....l^.wr ,.. ry.._ -. ... .,1 ...-,r.A .- ,fk}_.•-....4 .. r.. � �.... � .....,... --._...- .. _-J.._ .. ." .. D.-., ..ti. ...r.�,l..w.. r...._._.�..a.r...,.�,--�-....w �,.- ti ,.•w�.-..s..r..J�r««Arr.rr.,.�.�..w...-: �r....r�..w...r,�...w .,.rr4w.._w �.w-. _-r..l..._.+-. ..��«.,r.... ,N^• ,......�.�• � �1_r-._w�•w .M. .r.rw...-w..�..w � e.� ,.. - ...w, �r +wZ 9 oa i o oo #od �2�oo _ 13� . . _• +oo �5� w . � 6-� �� �� o� -� oo . . y •� � �` ,�iE Ge4IUyNG � �. ,1 71e,A�n1�S - - - ` CH,4 I Q, 11W1c2� 7 �' _ =` 2` i �r� ��Is�` Icloe n-L was r r �� f, ADOSE'* SPINN645 �\ � s�E /e'��'�� 1 �. --/�a C�. �•C./Avg �`�t 4� �` MM�CuL� �' �r cu�a , p .13 WIC CH�/V/�✓��`L. V -- PER RCS`f'WC ,,0LA w A�ND S7 LbLO 9� 0�e/NJ tb 'A 7-10 AJ R c "ale Al 5- yoo �►. � � � lv � } �, (v� 0 � � 11 �,1-� 1-/A/� A-• I ,. �� �Bf 6 2. 7 \ 4 PC/?RCFCID RLAA1 l p � nMMERC.l•A& �� � � 1'` � _ . rl1 1 yt / 1 - -���• .M...r..f I- .•r,rll/.I/yl}Ww �....r.•II. •IL+.•+/�,rwr..••�•�......r../r......YM.••�.•.,/.I�...••+r./. ' ♦ ` l t r.�. / r r ..w.rrr ..w.lww .r..+.,•+�.r.r...++.r.�+r..�. �..Iw-.. to . .. �l t• •++-.y,- -.•_F-`...-ram•.•.-.• '/�f .► Y .•, ,4 _ r 'F • � r � S r L - w o i f �4TG,43 � � �z 3� -- :.. Z G, G N r .mot•� � � T S¢ �` f •t �9 20 Y � V �L V t r� _ _ / 9 I 1' � .o� ll/ 8 �5 O I 3 - J. ... O mot! I ! i c'. L- �..,;�• 1' r C r C, 1 f- 1 .. F. .Nn C VM ei Vlt�••!w y..... N •l r "J LQ -EEC C -r---- Ape 3 �%/l5. w t L, .... ..r•. , -wt.,- /_ �. �C S L E V� r!t , 1 CAA NN6L •� �� � V W �' � r 2 d 2 EX/.SfT, ! .M.f'� WnC� � �f� � ,C� O Q �' �, ,O o / �� � � } V W L ty► /// TD,e��,' OVEv i tax O N �, . T�/� CU OR 1 !, r, ap � �, V.I � r 2 7i � �#• /. •.�• �sE� ��� � . � / I � L�4 �"�'� CN.4/v�tlr',�`.�I. %a t oc7.oo �cx�B� s� 90,4..Y- Z3 t�p y lV' C1I.J �, 4, �►- �l �lVp rE'/GHT%�j�' LIJ ERFIE'L D 'S`TA G,E AD ME" ry- ) ,j 1 ` _ �. off° NrJTe$ 1 1fx r.. •... ,., $ 11��0 �li�' 'X al'w�1('a .�yYl� :. I.�.F *7 �. ,r .7�+r LI1�r� �� V I /� W61F W l RANCHO /� r, 1 �. M / V i✓ /Y N UE r 9 �Yw/IeiYJ 9W W Ilrf };r •. " 1..' �/R► 47!7/ � / SEP r J ��,.� � � 1 �� �r...�! Cie �'.�`.�• �°�.hI�J vr' - � � �111 �: �' ►a �G'O/hr5 MUC T 0.Zt5•A.C. PA VEMIENT CONSTRICT 0.e9rQ.e. CLASS /r 0�. ...�1 � � � � �- ,�� �, REPROGRAPHI V/-+7//Z- C/ O EXPI YC A 8 +'JW w 6.60 60• ' ItC.JA Ifi; r��� � �, ,• ~ �ryR�� "�"M.•aw•+.YI Y.•.w•'"�'r� i'MI � . V � RE VI SI DNS/• SUBMI T TED B Y: 27447 ENTERPRISE CIRCLE lN5 TA . S�: CL�I'N7"ERL lNF' lV1C111Uti1F_•NT. ��Ey R,�o�/L� (�/n�r��s�cr�0w, ,•t cam, ,� , �a ✓Usr RANPAC (ENGINEERING CORP. COUNT Y OF R1 VERSIDE AiEST CZASS 25IS PVC. 15LJ"-PE E'ER R/V C4. S TIJ. DWG.NQ,9D0 . CJd LOCATION U.� 2-/20"s.D. ADD 7*&�W ? /8"C.M.R. Ar�t� Pr�c.�1 �v RE EKED CIVI G R N4I P6451' 7"EMICULA, CALIFORNIA 9P390 SSE M NT ;�ls rRlc r NO.I�� ,fir *Pa �UAltC� 1"G4/L �' DA 7p1} • `�! - 1 _- EXp. 192 M. (714) 676�-7000 .�TREE T �M�1�4 V�M�N T� PLANS dl�" -94 /l�r�T/�G�. 4�A� CUAf�"h�4/Lr�iN� '�C ".�s--c�c�ic.T" 9 z � ..1. �t,a /A:�'S7"�'tJ�L �' �� S�-! .4C3 �'LEEV�1" - r APPR4 VE-D BY. SCALE. BENCH NARK:.• Q AD SD CA L T�NC3 S7'D►. A 7 7 C-? $(A 7.9 -C REFL�Z'r 40 C6M MFP-(-i,4't- ,p,Q!V,�, A ArHORZ �"U T T�`Rl r`l�E'L D S T GE RCS P`V C. Cft C /JL.,_4Z> � ts��'�!✓+ /C ,C� U "�C.17'y' T AiCA4 %S-rA. /3 f 74.73 P`rk C • &I.P. .33/8 IP616049 VER r /" .t a Str -SHtt T I'V0. l ` CO►,/1"77/etlC7' 7'/eAA)5/ CUIZ4 GU77Z �' t7�' tX7 A.C. �/��' ro"9 Fnz w V CO. ,,97b. 0 tom, At) PO1 pm2��� J RI vE sr rv, c IF. FILE NC. FOR ROAD COMMlss NEf� DA TE. �✓. n, GA 75. �oi9. F. B. i � v � Ci � IN 0q o v� ti ►� O c\ 6 • t � tv V �„� _ N � � � � lL + �'� ''� � � � � N ,� � 1 � try � « LEFT ° ° v ° �: o $ �` Co v v"" - N , p #50 V 0 v `t 0 ►: 0 ti : c��= N N �' `" ` N �' •` N Tc R"a� L E"�7" q I0V 0 V v Ov QF. $ " I N % p nt �j � � N . N z N ~ �i V.C. ///8, STA. W 79,o© o v o ` h IN L� ; 0 5470 % . ...-a.• � Q moo as � � � � *? � - N o °v G . L . $ � p ° 4. qj � m � V 1. � Ci ti IN 11,50 002 Z o vy o k: Lku o v ° �, N :' 1 - - -- -- -- .� _ _ o : N � Z R/GHT Q I30T. 0 i• . � � N 4 � � N • ti _... -- , Q a�;�7 3 10 ,�.._ 701'0/=RIr CU1?a C F o ro Yo V 0V � V U Kjk lna 21 o oo 22*00 23f 00 24f 00 25*00 864 00 Prf 00 28-0 00 29♦00 304 00 3/*oo -A co 7Z.ao 0,e GrA�C7/NG' �' CH�7/VNEL W 0 �` ? �1 •- r �I --� /Mf're0 VEM� �� o r`; �. ,o 2 a o i-4 �vC ,�U7. IIII( .> 2 / n �} J \ ff r..-1 �G -� 7G.ap �/ST/�'"C�1L U T) /1 �:J J I �l 3/ t,53 39 tr` ,�U�T��F/E�I�ST,gG� ,Q1�. GC/.q TE2 SC/ /ti//S/O�t1 U7�/L/T Y - / �2 �vC Fur. sT Lr _ - T2Evc '' '`Q N = N l /I /I �" r. � r D. J J 4-4 9 � S (� 1140 \ � W 2 //Po � - -- -- - � - �_ - �= � .��' ��O .044) ', z ,4•- - � 2r-� SSG ao / _� _ (_ Q err ram- C'o m 0 . Lax/ST ��`�'s `-•}- _ � a � _ _mot- -- '� - S. -- •Gb - _ /� I ram— 1 t� . w , EX 07 1150 -� RANCHO CONS TRUC T/ON NO TES = - ' C�— CONS TRUC T 0.36 A,C. PA�VEMEN T •� -___ TE=sT sT.g_ L/A/E /v REPROGRAPHICS a E�iST Tv -�- _ - Z CONSTRUCT o.Gr,I CLASS 11 0 � � � s ,4Ls �/sT G.r • r Rc c 0 co A�/s � (j li ONS TRUC T TYPE` 'A"' CtG;?B �6"CI�� PER R/V. CO. S TD. D WG. NO. 20 \ � (� (n v ` ----�• - _ J I / � CCi T�ZcCr r�/?�v�w,4Y 7'�R O.a.T ti8_q �, /� 0 o �' • c� i N.�T 1�) J� :�.:�J 2 Co�.r�i cr r�E�,e�-s� currr� �orz 0 0�- o2Iv w4 \ / ,� � � � r I BUT TERF/ELO S TA GE ROAD _ „ r 3I INSTALL / /� I-VC �-- +� h , --W �' 06/8 �" SC' .r10 SLEEVE �r�'C/7' S7"' LT. 411111 p W o . � /�vsT�4 GL 4 I CL 7/s SLEE v r�C/ . /G 1 �. �- E r �r V �, Sur3d'i��sio�cr uric�TY T�E�vCH. (P) a b PEA,,C�L7NSTKUL'T 5/DE'l.,U4LK f?/V. CO. STD. OI�6 NQ.40/ 4 TH/4,K CURVE DATA �- CURVE ARC / o' .ate' so' i2D r D No. DEL TA RAD/US LENGHT TANGENT Q IA ST,AL� Ar ErAl- C-u a� )11WLW6� PEK CA�T�a1vs sra• A l7c%2 ,���•c L ENGHT , \ _ f G�,cp"/c SCALE / '�40- WO. O. 68-8 742 23.26'22" /,950' 797. 74' 404.53' � RE V I SI DNS. A FPVD DATE SUBMITTED B Y. 2 23*26'22" 2,000' ' 818./9, 414.90' /� �aao �uq - «- RANPAC ENGINEERING CORP. 4, COUNTY OF RIVERSIDE a / J� REVISED L/NE N AOP L/ME /V-/" L/NE""Al 2" '" REGISTERED ClIL INEE N0 a4s7 27447 ENTERPRISE CIRCLE WEST L TEMECULA, CAL IFORNIA 92390 ASSESSMENT DISTRICT NO. 159 o. 23.26'22'• 2,450' 838.65' ,425.27' �s -r�v��r Am DA TE., -----. �,., Ex. .� .92 TEL. (714) 676--7000 ADD rGIDEWA/K EAS'MRLY SIDE FOR TR Z9'43Z III, APPROVED By., STREET IMPROVEMENT PLANS SCALE: BENCH MARK.• BUT TERF/ELD STAGE ROAD (30.)4 23°26'22" /959' 80/. 42' 406-39' rP orao5 t / HORZ l" = 4O. SWETS 5 23°26'22" 2 04/ ' 834. 96' 423.4c7' VER T• /" = 8' ,�,E,�- SHEET NO / Lu A!! RIVERSIDE Y, CA IF. FILE ND, • DATE.-_ FOR ROAD COMNISSIO ER DA TE: w. 0• FOR: F• B J I V .