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PP 1986-357-,-, n k C'TY OF LA QUINTA CO34^: ,UNITY DEVELOPMENT DEPT In order to process your application in a timely manner, please complete and sign this form. The information Which is required to be shown on the plans is stated on the attached Plot Plan Checklist. Failure to provide the required information is justification for rejection of the application. , � CITY OF LA QUTATA Department of Community Development 78-105 Calls Estado L a quinta CA 9 "53 PLOT PLAN APPLICATION Case No. Date Received THIS APPLICATION MUST BE ACCOMPANIED BY A NON - REFUNDABLE FILING FEE OF $ , COPIES OF A COMPLETE AND ACCURATE PLOT PLAN-3/,4W,' :7 AND SETS OF ELEVATIONS AND FLOOR PLANS. ---- - - - - - L - -- SSG+C /,4T�.5 �•YG Phon 6/ T Z7 j 77B 1 �� / ✓ Name of Applicant Mailing Address 2�6 ,ty Legal Owner Address Proposed Use �1Erio�- ��coro�ar Location of Property (Address if known) Assessor's Parcel Number 613 7 70 00L-t Legal description of property (Give exact legal description as recorded in the offi of the County Recorder) - (May be attached)_ ,emu/ ssociq rE ��/G. Signature of Applicant Date Signature of Owner Date��� " 8 - ; E 49 dsc p�r-lVes . ,,r�rdc�ura'/ c�o� es ro�a�se'4/ � r ir��riorl'�aG� A6122 8 1 7 5,00 R - I 5 TN'8 KOOD KING "LR CTyh _ BU1 �2LE.G. EAi1�IP, � /s` \ — I � I� I 44 - /' UN�FM1 5�1'EA/�T0. coutAlF -'f , Nau \ { U BUILDING c �- � h��� - q A' _ - T'Yrtdi-ILIDtrICF�tN -2 er } i ryp.2. 9nreM-tioN wntL -�b -� B ✓ /' - § � " .6 1 ffi / I ii � r` '�� lOd d � � L ��" 7 .' - �. fH. a° - a� � BUILDI 1 IPH NG I I I �:! vy _ " tl7 -- ,F- IWf]4 - GK7E'� IAAIV. Q NlOIVL IJNOCR W' 44b ••• 2/z fJRr`I�I INe Sly KI�l .bUCY — % - IF�L t __ \ E ENT o ✓E2 CoMPACTr`O IT / ✓E SO!,. Q11TS7DE GP t5t ___ - rN. / �0 ( d, ' - , o I BUIL i 4• 24 o f b2 Fr 4 4 9 • I - G Y)N4A V A �K� �IS KWL ASS IATES 1� ' A r 712 Eugene Ruaa Ls f PALM SPRincs CA 92262 Y3 uNe or ex 1 ; / � ✓ y � � I � � . / �s I /�' I - <l � ^,/ nNOFx- sePryu�. mumvr.T -sE� y Isla 1 -� � 'iv � im � � pRA"NIN&S AtcF►A eD raY - 5+E c� PAMNO I\ KIO2 HRM of DON DEW KIOSK s' 1I I �\ nESGftIP'ti MCI9 77M Y _ - rfq—= 3sf !d 7JF 'I}iE SE.. CF SEGToN ly. T_��. �_ S- GZLLTN. (3NHGE - 2 FT N - BEP�N.RRbINO _=�X _ — - -- _ _ 6 Pee Go+�" _ /Zoo „< � i:/iO/ LC4fvic C,pGVLATran�eACeE.As �. RtFCENED r_ r, Y BUT PER Mai- IV R/W FIVER JE CO. i3 V=e 44 CONSTRUCTION NOTES AND QUANTITY ESTIMATE QUANTITY //�� ^ ' ``'' pp�� //�� 6 e p -I� I�g y E R ITEMS FxiTr Nr '.L K CI U I N T A C OUNTRY V N B IT 6 G N T ' UNIT .5- 1/{ �O • 4 , oZ5'AC. • O Y r GROG O 0i C �'. PER F O O Q. STREET IMPROVEMENT PLANS /O { O V E R CL a A6 - H /6HS✓AY /// qF 4660 1. - B% O - CONSTRUCT T YP E E" CU RB AND CUTT P RIV CO STD. NO. 201. L.P _ /2.82 _ ;,: Z Rl PARCEL MAP NO. 16967 ST ST ® -- CONSTRUCT TYPE B`3 Ll3 PER CA[TRANT ArA al TAN. rte/ L.F /2/] - 4 CONS TRUCT TRANSITION FR 8 T O G" CU FA CE. L F 22 3 - :' COUNTY OF RIVERSIDE O CONSTR UC T SI DEW ALL`PER GIVER IDE L0. STO NO 400 40/ 6.F B' CURBS DDTTEI PER f 8099 RIVERSIDE CO. 9T D. Al , PIN AR E 6a- C ONSTR UC T A CCES S RAMP PER RIV(RSIDE CO SID 402 EA. 2 / � C@BTRUC CROSS GUTTER VCR RIVERSI E CO SID ND 209.(MOptiTep) 5.P zoas AVENUE 46 as.DEz °. / to 20 7, x sF TL = 5O III -- - SAWNT AfID REMO XISTING V VEM - 9F 2960 /O REMOVE IX6TING AWARE RAIL L F 42 G, RELOCATE ezrSTINGVnaa RA AOa mEMGUaaD a.arc rcry exrsriNO L.F 33 RUT. PER C= - - RIVERS DE CO. ggT R/W V64BS -_ - P<dN n Gill- CO/✓s /iR6 OPfivr"vc PEF OETA /t Bcao w. EA 2 w CUT TO NEgT LINE U;FEPTH z EXIST. PAVEMENT T IS ST /5 CONSL 3/p `AC O✓EK 4 C[. 3A -B - J✓ASN /NGTON STREET /6 CONST 9" AS `Y! 0A'EK 4 " CL .3 AAd - AYE 4t l SF S� OVEa'AY AS DIRTT[D 950 WIDTH VARIES ,266 o aZ9AC {'p ll' \ /8 a /PE _ t /1 /NSTALL l✓ARH /N6 S/GN W-// _ E4- Z ? O R. FT. r'A / 1- 3 YAR /E$ YAK /ES r p- U O Sd /B /N9TAGG WgRH /NG S /GN All v EA. O$TO L9 O Y >O /9Y. / w • � r LJ - -_ -_ V _ - -S 9S �_ �✓ `� L IT G wx/ B CURS A GUTTER PER RIVERSIDE 00. 6TD r✓0200 _ STA. 3roo ro srA. Y +9/ �Q� �4 CUR B OPEN /NG OE rA /G FL'T. C PER RIVERSIDE CO. R/W O O O O O (� 55 ' ''' ° ° °yyy� F[AN rAES9 -./- 35' 6' 6 I r I K/ A w CUT TO NEAT L . AND z EXIST. PAVEMENT FEATHER OVER. YAZ OIREC EO �O� ST A WIDTH VARIES lT J• 1 z' P� rl o p0 1/4' azsA VARIEB yAR4 Wa O- C PER FT. 2 M RFT Q >r /C w i� 4e ✓.eB � ____ D e• tuna a DuTr,ER- HIGHWA Y 717 � f , a FAFF{yq N PER RIVERSIDF D N o CO. ST zo L D I!" GENERAL NOTES: STA. "" TA s ^,IBA°' ~ N I. THE CONTRACTOR - SHALL BE RESPONSIBLE FOR THE CLEANING 0 THE RE POSED WASHINGTON ST`kEET WORKARE AANDRLLOC AYIONANDCOSTOFALLE XISTINGUTILIIES. SIB- INFORM OF CONSTRUCTION SCHII 0.i IIAST 45 HOURS INDEX MAP DIVIDER MUST' COUNTY PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: 7H7 � 2. SN WILL INSTALL STREET NAME SIGNS C @IFUNMING TO COUNTY 14 � R/w ' STATAN0.4Rp NU. 81fi AS DIkELT[0. - ,I rOUNTY O /+ VICINITY MAP L u; 3 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE _ _ EJ F ROAD DEPARTMENT SPECIFICATIONS FOR THE IMPROVEMENT OFSURCIVISION STREETS DATED 1977, COUNTY ORDINANCE 461 AGO SUBSEQUENT AMENDMENTS. L� -._ , • _ H 6' O 2 NOT T O $ C A L E n�rvG j N 4, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ND111Y TO[ ENGINEER, _ �f' __ AFTER THE BASE COARSE FOR THE STREET HAS BEEN INSTALLED, TO INSTALL 6 Aj' �. STREET CENTERLINE MONUMENTS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 401 ANU SNpWN -0- ON PIANS. CENTERLINE MONUMENTS (TYV[ "A") MAY BE SEi R/r nvN T <AVi[ .r vet /ter Nc�N FAir OFCf�u n2 ry .��s r ✓rA•c 3 44TH o AVENUE T: t BEFORE OR AFTER PAVEMLNT ANU BASE COURSE FOR END STREl1 HATE BEEN ,,��TJI .ni ra vo' /• ^ [wos , j � INSTALL. Tf 111CS! MONUMENTS AHE SET AFTER THE STREET STNOCTpRAL V «` OW4WR ./ Ra 1e SE[i]ON IS IH PLAC[, SUCH SHALL O( CASs- IN -PLACL IN NEAT HOLES, J«r r¢ e q 9<oPF vAA.�s 6F0✓NO AND REMOVED PAVEMENT SHALL BE REPLACED WITH HOT PLAID "MIX MATERIAL OR A _ _ �_ >r- Rv� �- QUICK SET CONCRETE ADMIXTURE WITH SPIKE AND SURFACE WASHER AS SHOWN ON Fc M..c � 0rcl ^ COUNTY STANDARD H0. 902. AA /+r naMI Mpr PROJECT +,1 STA 9ABF2982>O TA 9 1 A 9315 0.15 Ar llA ! NT 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE RIVE RSICI COUY ROAD 4 ' SIT E F'r DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR SIDEWALK h/ G CONSTRUCTION WITHIN THE DEDICATED STREET SECTIONS BAS /S dF 9sA96011 \ N T Y G. ALL UNDERGROUND FALIL IT(E$, WITH LAiFItAL S, SNAIL BE Ifl:PLPCE PRIOR i0 g ✓ Aar4ela T Brad 0✓ TNF JO✓rN L /ME OF THE 50rAEATr -E J h' YP I 4y \9 PAVING THE. STREET SECTION INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: 55' R/W OUAere< pF J¢c noN n SAOw,Y qJ NBS'3 rss 24 1N SI'Wl R, TORTEN, EI EfTRIL, GAS, ORAINAGf_ 9' 43' G • L, PJA Rs /e /ss 25 ae AVCNM u\ -. 7. "ASPHALTIC EMULSION (FOG SEAL) SHALL BC APPLIED NOT LESS THAN FCORIEIN 7.98' 1.02' EXISTING PAVE ENT g DAYS FOLLOWING THE PLACEMENT OF Till ASPHALT SURFACING AND SHALL RE r' PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: T ` APVL TED Ai A RATE OF 0.05 GALLONS VER EOUARF YARD. ASPHALT RIULSION OR YAR. REMO ✓E EX /5TA(4 PAVEMENT- C SHALL CONFORM TO SECTIONS 37, 39 and 94 OF THE STATE STANDARD ° e3 CUT - - 1 /4' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UIILITIES OR STRUCTURES �� It ^- SPECIFICATIONS'. _ TO NEA4 AND FATHER CMAC 'I CKDRLAYAS D. CTEO PER FT. A" /r SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 10 THE BEST OF OUfl KNOVLEOCE. LHERE ARE EXISTING UIlL1L1ES E %CEPI +. t 8. CURB D SSIONS ANU DP IYENAY APPROACHES WILT BE INSTALLED NID CONSTRUCTED �fsNrO'00• r A -0.21 zoz.„. I �;T^n ,N° SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL gouTH AST .S. /9 T Z 7E AC[ONpI ING NG TO CQUNTY STANDARD NO. 207 AS DIRECTED IN THE FIELD. ? 2 �M.+ rc J.ONMAa VARIES �_ ^•. 2. PgECAUi IOXARY MEASURES T° PflOTECI THE UTILITIES SNDVX. AMO AN THOSE Y OTXER n/ '1� -- \ LIXES OR STRUCTURES NGT SHOVM °" THESE PLANS. ANp IS RESPONSIBLE FOR II r_ r, Y BUT PER IV R/W FIVER JE CO. i3 V=e 44 CONSTRUCTION NOTES AND QUANTITY ESTIMATE QUANTITY //�� ^ ' ``'' pp�� //�� 6 e p -I� I�g y E R ITEMS FxiTr Nr '.L K CI U I N T A C OUNTRY V N B IT 6 G N T ' UNIT .5- 1/{ �O • 4 , oZ5'AC. • O Y r GROG O 0i C �'. PER F O O Q. STREET IMPROVEMENT PLANS /O { O V E R CL a A6 - H /6HS✓AY /// qF 4660 1. - B% O - CONSTRUCT T YP E E" CU RB AND CUTT P RIV CO STD. NO. 201. L.P _ /2.82 _ ;,: Z Rl PARCEL MAP NO. 16967 ST ST ® -- CONSTRUCT TYPE B`3 Ll3 PER CA[TRANT ArA al TAN. rte/ L.F /2/] 4 CONS TRUCT TRANSITION FR 8 T O G" CU FA CE. L F 22 3 - :' COUNTY OF RIVERSIDE O CONSTR UC T SI DEW ALL`PER GIVER IDE L0. STO NO 400 40/ 6.F B' CURBS DDTTEI PER f 8099 RIVERSIDE CO. 9T D. Al , PIN 6a- C ONSTR UC T A CCES S RAMP PER RIV(RSIDE CO SID 402 EA. 2 / � C@BTRUC CROSS GUTTER VCR RIVERSI E CO SID ND 209.(MOptiTep) 5.P zoas AVENUE 46 as.DEz °. / to 20 7, x sF TL = 5O III -- - SAWNT AfID REMO XISTING V VEM - 9F 2960 /O REMOVE IX6TING AWARE RAIL L F 42 G, RELOCATE ezrSTINGVnaa RA AOa mEMGUaaD a.arc rcry exrsriNO L.F 33 RUT. PER C= - - RIVERS DE CO. ggT R/W V64BS P<dN n Gill- CO/✓s /iR6 OPfivr"vc PEF OETA /t Bcao w. EA 2 w CUT TO NEgT LINE U;FEPTH z EXIST. PAVEMENT T IS ST /5 CONSL 3/p `AC O✓EK 4 C[. 3A -B - J✓ASN /NGTON STREET /6 CONST 9" AS `Y! 0A'EK 4 " CL .3 AAd - AYE 4t l SF S� OVEa'AY AS DIRTT[D 950 WIDTH VARIES ,266 o aZ9AC {'p ll' \ /8 a /PE _ t /1 /NSTALL l✓ARH /N6 S/GN W-// _ E4- Z ? O R. FT. r'A / 1- 3 YAR /E$ YAK /ES r p- U O Sd /B /N9TAGG WgRH /NG S /GN All v EA. O$TO L9 O Y >O /9Y. / w • � r LJ - -_ -_ V _ - -S 9S �_ �✓ `� L IT G wx/ B CURS A GUTTER PER RIVERSIDE 00. 6TD r✓0200 _ STA. 3roo ro srA. Y +9/ �Q� �4 CUR B OPEN /NG OE rA /G FL'T. C PER RIVERSIDE CO. R/W O O O O O (� 55 ' ''' ° ° °yyy� F[AN rAES9 -./- 35' 6' 6 I r I K/ A w CUT TO NEAT L . AND z EXIST. PAVEMENT FEATHER OVER. YAZ OIREC EO �O� ST A WIDTH VARIES lT J• 1 z' P� rl o p0 1/4' azsA VARIEB yAR4 Wa O- C PER FT. 2 M RFT Q >r /C w i� 4e ✓.eB � ____ D e• tuna a DuTr,ER- HIGHWA Y 717 � f , a FAFF{yq N PER RIVERSIDF D N o CO. ST zo L D I!" GENERAL NOTES: STA. "" TA s ^,IBA°' ~ N I. THE CONTRACTOR - SHALL BE RESPONSIBLE FOR THE CLEANING 0 THE RE POSED WASHINGTON ST`kEET WORKARE AANDRLLOC AYIONANDCOSTOFALLE XISTINGUTILIIES. SIB- INFORM OF CONSTRUCTION SCHII 0.i IIAST 45 HOURS INDEX MAP DIVIDER MUST' COUNTY PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: 7H7 � 2. SN WILL INSTALL STREET NAME SIGNS C @IFUNMING TO COUNTY 14 � R/w ' STATAN0.4Rp NU. 81fi AS DIkELT[0. - ,I rOUNTY O /+ VICINITY MAP L u; 3 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE _ _ EJ F ROAD DEPARTMENT SPECIFICATIONS FOR THE IMPROVEMENT OFSURCIVISION STREETS DATED 1977, COUNTY ORDINANCE 461 AGO SUBSEQUENT AMENDMENTS. L� -._ , • _ H 6' O 2 NOT T O $ C A L E n�rvG j N 4, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ND111Y TO[ ENGINEER, _ �f' __ AFTER THE BASE COARSE FOR THE STREET HAS BEEN INSTALLED, TO INSTALL 6 Aj' �. STREET CENTERLINE MONUMENTS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 401 ANU SNpWN -0- ON PIANS. CENTERLINE MONUMENTS (TYV[ "A") MAY BE SEi R/r nvN T <AVi[ .r vet /ter Nc�N FAir OFCf�u n2 ry .��s r ✓rA•c 3 44TH o AVENUE T: t BEFORE OR AFTER PAVEMLNT ANU BASE COURSE FOR END STREl1 HATE BEEN ,,��TJI .ni ra vo' /• ^ [wos , j � INSTALL. Tf 111CS! MONUMENTS AHE SET AFTER THE STREET STNOCTpRAL V «` OW4WR ./ Ra 1e SE[i]ON IS IH PLAC[, SUCH SHALL O( CASs- IN -PLACL IN NEAT HOLES, J«r r¢ e q 9<oPF vAA.�s 6F0✓NO AND REMOVED PAVEMENT SHALL BE REPLACED WITH HOT PLAID "MIX MATERIAL OR A _ _ �_ >r- Rv� �- QUICK SET CONCRETE ADMIXTURE WITH SPIKE AND SURFACE WASHER AS SHOWN ON Fc M..c � 0rcl ^ COUNTY STANDARD H0. 902. AA /+r naMI Mpr PROJECT +,1 STA 9ABF2982>O TA 9 1 A 9315 0.15 Ar llA ! NT 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE RIVE RSICI COUY ROAD 4 ' SIT E F'r DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR SIDEWALK h/ G CONSTRUCTION WITHIN THE DEDICATED STREET SECTIONS BAS /S dF 9sA96011 \ N T Y G. ALL UNDERGROUND FALIL IT(E$, WITH LAiFItAL S, SNAIL BE Ifl:PLPCE PRIOR i0 g ✓ Aar4ela T Brad 0✓ TNF JO✓rN L /ME OF THE 50rAEATr -E J h' YP I 4y \9 PAVING THE. STREET SECTION INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: 55' R/W OUAere< pF J¢c noN n SAOw,Y qJ NBS'3 rss 24 1N SI'Wl R, TORTEN, EI EfTRIL, GAS, ORAINAGf_ 9' 43' G • L, PJA Rs /e /ss 25 ae AVCNM u\ -. 7. "ASPHALTIC EMULSION (FOG SEAL) SHALL BC APPLIED NOT LESS THAN FCORIEIN 7.98' 1.02' EXISTING PAVE ENT g DAYS FOLLOWING THE PLACEMENT OF Till ASPHALT SURFACING AND SHALL RE r' PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: T ` APVL TED Ai A RATE OF 0.05 GALLONS VER EOUARF YARD. ASPHALT RIULSION OR YAR. REMO ✓E EX /5TA(4 PAVEMENT- C SHALL CONFORM TO SECTIONS 37, 39 and 94 OF THE STATE STANDARD ° e3 CUT - - 1 /4' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UIILITIES OR STRUCTURES �� It ^- SPECIFICATIONS'. _ TO NEA4 AND FATHER CMAC 'I CKDRLAYAS D. CTEO PER FT. A" /r SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 10 THE BEST OF OUfl KNOVLEOCE. LHERE ARE EXISTING UIlL1L1ES E %CEPI +. t 8. CURB D SSIONS ANU DP IYENAY APPROACHES WILT BE INSTALLED NID CONSTRUCTED �fsNrO'00• r A -0.21 zoz.„. I �;T^n ,N° SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL gouTH AST .S. /9 T Z 7E AC[ONpI ING NG TO CQUNTY STANDARD NO. 207 AS DIRECTED IN THE FIELD. ? 2 �M.+ rc J.ONMAa VARIES �_ ^•. 2. PgECAUi IOXARY MEASURES T° PflOTECI THE UTILITIES SNDVX. AMO AN THOSE Y OTXER n/ '1� -- \ LIXES OR STRUCTURES NGT SHOVM °" THESE PLANS. ANp IS RESPONSIBLE FOR II 9. IT SHALL BE THE RESPONSIBILITY OU THE SUBDIVIDER OR CONTRACTOR TO APPLY = _ -- IME PROTEQ ION OF. AXD AXY DAMAGE IO LHESE LIXES AND OR SLRUCIUREB. i0 THE STATE DIVISION OF HIGHWAYS FOR Ali ENCROACHMENT PERMIT FOR ALL WORK __ d , PERFORMED WITHIN THE STATE RIGHT OF WAY. B( CURD S GUTTER P.ER - : RIVERSIDE CO. STD All THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE ME COMPLETE RESPONS- 0 10. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS ,n..r BC TAKEN Ii IBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF i AFTER BENCH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. 0 rEll / C/ 2 A6. STA. 954 >3 THIS PROJECT. INCLUDING THE SAFETY °F ALL PERSONS A"D PROPERTY• THAT � EC�IV E� BASE tlflf.NNCS$ SHORN ON THESE PLANS ARE FOF POND ESTIMATE PURPOSES ONIY.. J>A.9 62 > ?AC5 PDA THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL I, r I WORKING HOURS• AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY. AND (' I), K 11. ALL MATERIALS USED AND INSTALLATION SHALL CONFORM TO RIVERSIDE COUNTY HIGHWAY ? 1 1 HOLD THE OWNER AND THE ENGINEER HARMLESS FROM AMY AND ALL LIABILITY. - V+ SUBDIVISION IMVROYEMENT ORDINANCE NU. 461. REAL OR ALLEGED. IN CONNECTION WITH THE' PERFORMANCE OF WORK ON THIS k IT qt r PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF Coow �.. TYPICAL STREET . SECTIONS "` OW NER °" T "` ENGINEE NOT TO SCALE PT 5Ll7 } Tvl J REVISION By DESIGNED BY: y COUNTY O F RIVERS 1 D E Prepared bY: .. O'F RIVERSIDE SHEET '..; NO. DATE P C K BENCH MARK - JOHN F. BATES & ASSOCIATES .COUNTY DRAWN BY: Po -g -Iw onrE oec_ less. 130 S. Jackson St, Glendale, CA 91205 LA QUINT' COUNTRY CENTER OF ^ ' - Eli r a p C K /" lVel PLPE AY /T/! 6'OUNTY TAG ', . APPROVED BY: 5 - -- -- - os Ari <ESO.rnvES<✓ALO.✓csv"osviN6rav s >FKav El H✓, EK.zcrivN aF /vgzvn✓craysr � (213)247 -2414 STREET IMPROVEMENT PLANS 2 $GALE: " 44044 n/q✓E ro TA' E /NTERSfCT/L[✓SPR'ASh' /A'6TONSZ dNO M /LES A ✓E FEET SOVTNEOSTEPIY F,PpMANg2 /N ON THESLY/THWfSTEBLN S/SE OC ibwERfOLE51Y2X9� �I 5 / Prepared under the supervision of SHEETS CO 6$ 4 L =40' tr`T .>:. _, o - 1 -- - - - - - - -- -- - SO,O FEET EA5TERLY LW M/< ESA✓ E /K<N1 A.PA/LKRIO SP/KE SOO FEEJ NORYNFKLy O.✓ ,Y R AD CDMM $SIDNER DATE ,. 4/18/R2 xcosvrN6TON Sl FROM A AYVAROLO SP/KE� 49.35 FEET SW'TNHES >ERGy AQw A NA /L er/N '� f DATE: -- -- -- - - - -- I°Jao oN rNE WESTERLY SraE OFVONER FCYE yA996s6 -o ELEVAT //6.584. RIVERSIDE COUNTY CALIFORNIA L J6hn F. Bales R.C. E. 23564 Date "- Y ' .JULV 8 -T r_ Y • u a Z MEDIAN Tia PROFILE 9 LEFT OF �, 76- p� out v 74 a i� Z — EXIST. GRADE 1cr m W m ¢ J F T LEF O It. 2 II z e °I = �� °� Saw al 1 „ "'� o Dm El m , OIN MEDIAN TC. PROFILE o N Ov„ la Z� y � I' .LEFT OF tit a _ Ic �l 76 I R -.O 160 �� 1 p�'ifl Q R =ot64. _ _�.__ - -_— _ 74 �1 R o 0 , . 9 °r. _ _ _ _ _ 74 EXIST. GRADE 3.5 - - - _ -- LEFT OF �. _ D 4 m p O.C. � l7 Pml N S 74 948 949 PARABOLIC FLARE OFFSETS NO DISTANCE O /O 20 .90 60 a5 S IS OFFBET OGV 000 LGO'360 GAO" /O a V& I IS OFFS ET a00' BB5' O - >6 >' 66.3 GOO' O 5 Y • u a Z MEDIAN Tia PROFILE 9 LEFT OF �, 76- p� out v 74 a i� Z — EXIST. GRADE 1cr m W m ¢ J F T LEF O It. 2 II z e °I = �� °� Saw al 1 „ "'� o Dm El m , OIN MEDIAN TC. PROFILE o N Ov„ la Z� y � I' .LEFT OF tit a _ Ic �l 76 I R -.O 160 �� 1 p�'ifl Q R =ot64. _ _�.__ - -_— _ 74 �1 R o 0 , . 9 °r. _ _ _ _ _ 74 EXIST. GRADE 3.5 - - - _ -- LEFT OF �. _ D 4 m p O.C. � l7 Pml N S 74 948 949 PARABOLIC FLARE OFFSETS NO DISTANCE O /O 20 .90 60 a5 S IS OFFBET OGV 000 LGO'360 GAO" /O a V& I IS OFFS ET a00' BB5' O - >6 >' 66.3 GOO' - zFr1 G,PAOE 4B "e145 YT GF 4e 950 951 b �0 0 � 952 953 P R O F I L E S C A L E S H O R I Z 1- 4 0 VERT 1_2 74 955 956 .,�R rr 504 �1W l NO 1 n REVISION I = DESIGNED By e.n gy ?3loZO2' zlau 76 74 955 956 .,�R rr 504 �1W l CURVE DATA NO DATE REVISION I BY: DESIGNED By e.n 11� ea 30 ' ?3loZO2' zlau 1 a V& I Ta2.7f DRAWN BY: 5 ° 42'32 35' /696' } + SCALE: I 40 f K 4 ° 06:96 ?O ?O' /�3cGe� 6G'.9T L 3 DATE: M a0 /0 0075' I CURVE DATA NO DATE REVISION I BY: DESIGNED By e.n 11� ea 30 ' ?3loZO2' zlau 9' 43_44 ' ' a V& r�, Ta2.7f DRAWN BY: 5 ° 42'32 35' /696' } + SCALE: I 40 K 4 ° 06:96 ?O ?O' /�3cGe� 6G'.9T L I DATE: M a0 /0 0075' I I y sir SH srs � sr3 en � er es NO DATE REVISION I BY: DESIGNED By e.n DRAWN BY: _ fl J.T 6 DC } + SCALE: I 40 e I DATE: 4 HIGHWAY 111 I PLAN SCALE: 1's40' RF 5397 r'^ Prepared bY• COUNTY of RIVERSIDE COU NTY OF RIVERSIDE SHEET JOHN F. BATES & ASSOCIATES 2 a APPROVED By 130S. Jackson ft. Giendale,CA91205 LA OUINTA COUNTRY CENTER OF (213):247 -2414 STREET IMPROVEMENT PLANS z 6-� -PZ Prepared under the supervision of: SHEETS , O DATE l n�w. a /28 s� HIGHWAY 111 IVERSIDE COUNTY CALIFORNIA �a F. Bates R.C.E.23564 Data TOP OF CURB .0. RIGHT OF Jk 954 t� o e� t155 �" d I t � y/'