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912l_sppGENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE: AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (909) 275-6790 FOR PERMIT CASES (C.U., P.U., P.P., OR VOLUNTARY), CABAZON AND AREA WEST. PHONE: (909) 275-6885 FOR PARCEL MAPS AND TRACT MAPS. PHONE: (619) 342-8267 FOR PERMIT CASES EAST OF CABAZON 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 4. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED T0, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 5. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. 6. IT SHALL BE THE RESPONSIBILITYOF THE CONTRACTOR OR DEVELOPER TO INSTALL AMD MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 7. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOILS TESTS MAY BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. B. ASPHALTIC EMULSION ( FOG SEAL ) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 9. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 10. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 11. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990. rnK.c.r. - -- - _ =r1I =� � � ;' IrI�11J-= II ' � BE PROVIDED ARID 0. COIUSTRUCTION PERMIT ISSUED B`! 1 c :' , - II` 1 2D I5 THE PUBLIC VJORKS DEPARTMQTf ILIVOLVIAi6 EXCAVATIDA] FOR UNDERGRdUM FACILITIES WILL BE VALID UMLFSS � _ 3,�„ ,� L" MAI :•� h � _ � (p b' -ME APPLIf`ATIMI NAS BEEN PROVIDE AIJ lA1QUIRY T4P) ' �: s FEATI0AA OVERLAY TNICK WALLS TD 10 AA IDEIUTIFICATIOM NUMBER BY USA. _ . 21 5 MIA. . - _ a t Ia" R.C.I? _ � � _ _ -_ - -- �4� �8 4 o Irk _I► D 4O g0 120 ltop lAIU. ELEX). PER PLAN i �- - (?.5!.42 9/ • • `_111 I►_ 11111(111= 6mmmmmi. La' EXIST. PAVEM1EIlTT / ,�*� A III= rY $O - rll 4 f . I r: 1�i _ _ _ ov�rFLaw GRAPHIC SCALE 12aI5.OD �f1= U(_ III .�': , c ,. �. � - - �, � �,ff !1 D' -!D3'± PT _( �,� MVI. j o I Q t8 _9,3 as SECT10u A -A SECTIOAI E-6 T7PICAL SECTIOAI L-1}LLA-ST. aim =>abels �� Excr1. VI LLA STREET _ p. C., . s, °=��5 , Q*8 I&S CI_ CROP !Al DETAIL e�IP C. �. �x. 12 R.c.P 7 c.4f;. ' f1a=1.D eTG i�irs= 7.g efs SCALE: � = 2 CDUIUTY STD. i DA- A , MOD IF }ED W.V�y st 13 _ T.I. 5.S ces - DAS' A.C. OM 0.58' CL. 71 BASE _ "OP.118•Aey ©10 �I�a='I.9 tis 0a Y.P. m! ST. LT EX. 22" 1 13" 0if'A. / /. C.B. ! EX. RIVERSIDE CAAJAL VILLA STREET _ CONSTRWCTION NOTES AICD ESTIMATED GUANTIT I ES: Dw 5.0 cis OWNS NONE� � 00010 � MEMO, ME7.3 els � � � � CONSTRUCT (125 ASPHALT CONCRETE NCR D.SB CLA55 2 °i mm ST. AGGREGATE BASE - - - - - - - - - - - - - - - I5 TOM A.C. 2LT r {D+00.pO VILLA ST. 9 ♦ " 4` CONSTRUCT TYPE A -b CURB PER STD. N0. 200---- - - - - - - - - - - - - - - - - - - - - - -- -- 199 L.F. 3�' IAIDU MAP` SCALE 1'= 108' 10+DD. Oa IOWA AVE. I IMF 2 IUATfJt BY CM FORCES N FD. 3/4" I.P PER CONSTRUCT DRIVEWAY APPRDACU (W= 2!0' X=19 PER STD. A10. 20'1 - - - - - - - - - - - - - - - - 640 S.F. I I I - �-G" CONSTRUCT CONCRETE SIDEWALK PER STD A10. 4DI - - - - - - - -- _ - _ - - _ _ _ _ _ _ _ _ -- F. - ---------------�IL�-------------------- --- �B.3�/s� 4�- X440 S. CONSTRUCT 0.10' TRICK A.C. OVERLAY - - - - - - - - - - - I °I S0 S.F. _E21 Mal A (pO---- (UUSTRU CT ASPHALTIC EMULSIN (PA)MT BIRDER /FM SFAL.) - - - - - - - - - - - - - - - - -- 0-0-3 TORI EM _ -41 _ { 12 } EX. E.F. 13 14 r CUiKTRUCT ACCESS RAMP AUD LAAiDIIY, PER STD. )J0. 403 - - - - - - - - - - - - - - - -- 542 ST fD. COPPELD MOND. EX. Cab. A _ Yf _ � _ `-� _ _ ea'•' a. GUAP,DRAIL A PER STATE PIAAI 046 11 � L. I NI � COIJSTRUCT STREET L)GIaT PER APPROVED STREET Ll614T PLAILI - - - - - - - - - - - - - - - -- 2 EA. MAlid ST Ix. P.P. I / �Ex. RP wlST. LT.I { SAWCUT ARID REMOVE £X. PAVEMF-ATT - - - - - - - - - - - - - - - - - - - - - - - - 415 S.F. ti / jt/ INSTALL CLASS I, TYPE: F bEUMEATDR PER CALTAAAK STD. N0. A -74-A - - - - - - - - - --- 3 EA. - EXIST POWER POLE TD REMAW IM PLACE - - - - - - - - - - - - - - - - - - - - -- 'Z EA. CENTER SL EX. 42"x 13" CMT'A. i R3 VILLA ST. C.B.I ST. DISI CARNE DICTA '� ��, F903E CT S }TE v 3 : 'I A = 71° 19, sh" OK �.� ,04 BERING ST S5' 11- W R= 4-5.00' ? LU' ,`4��' Q 4 I 1 11.1 L = Sle. 0'1' "^ PALMY 91TA AVE. 41' 14` �^ _ A T' 32.29 rJ c- 3 _ = T CONSTRUCT 18" R.CP. (2000 D) - - - - - - - - - - - - - - - - - - - - - - - - -- 200 L.f. H ., ID ST. LT. (r`) I I C' A N 1 �/� ZD 2i CONSTRUCT DROP INLET PER 7?1:TAIL I113dVF LEFT - - - - - - - - - - - - --- 1 EA. CDLUM6IA AVE. iii 8'x45 1 ��f�, .J� „ v�---------- _ c� RE 0 CONSTRUCT CONCRETE COLLAR PER R.C. F. C. +f VU. STD. DL+UG. A10. M 803 I EA. n ceMM AaDED By: crlu T.B�M. BEhICHMARK �' 1 ,J� y�e �,1 �Q� Oj p FEBBJ �(r X13 BREAK-DUT SIDE OF EXIST. CAICA BASIN TO ACCEPT MEW IS" R.C.P. - - - - - - - -- - 1 EA. 4 ui IM �-D t; � ti s Alt 1b, X=2' E� H �' r °Q REMOVE AND REFORM BOTTOM OF EXIT-CATC41-BASIN-AT 1% MIAI. GRADE -FROM NEW --- I]SED T.C. ELEV. OF B.C.R. AT 7NE S.E. CURB 1 �+► cn U -� s� ` r! � - _ `� �` �> 2 ` lA] LET TD EXIST. OUTLET - 1 EA. SJ v; ti J�,� r ,,r. w Y z m Q y RETURIJ AS SNDWA] DAl ST IMP PLANS FOR - l . SIDE WALK I 3 0 N No. 33950 7p C, Na 17055 ' ` �- `i - - - - - - - - IDVJA AVE. By STATE OF CAUP. PLAN ND. 60 l! V I CI M iT / MAP F::j - .3 SAWCUT ARID REMOVE 1 OF EXIST. 12 CONCRETE PIPE FOR SMDOTII JOIN - 1 EA. o c r r �- DATE EXP. 6-301 * u' :''' �41n I I II m � �' ± MTS. �owA AVEu�E ,,8 3 21 CNECKED BY. �'T� clVl�f04'�� ,`' ELEV. 611609 SECTIDu 9 7DUIluSHIP 2 S. RANG -F 4 LLE. I DATE = QF 01►LS9l CIY 4 L _ PRIVATE RGIMEER'S MOTICE TD UNTRACTOR REVISIONS: APPROVED BY: PLOT QLAM 14BLI SWEET -- - � HA ENGINEERING, INC. SAFETY 9ESPOAISIBILITY EX)ST IAIG UMDERGROUND STROCTURES ENGINEERS 6 SURVEYORS - b ' 97 CONTRACTOR AGREES 114AT NE SMALL ASSUME SOLE AMD COMPLETE RESPOA15I6)LM 7`14-7`14-EX)STEMCE ARID LOCATIOM OF AN9 UNDERCiOYMb UTILITY PIPES OR STRUCTURES Ex REGISTERED CIVIL EN P tE6 �� NO. 17D55 (909) 684-9522 COU ti TY OF RIVERS 1 D E FOR J015 SITE CONDITIOAIS DURIAI6 -WE COURSE OF CMSTRUCT18U OF TMS PROSECT, '314001 OA)'THESE PLAUS UJERE DBTAIA)ED BY A SEARCH OF AVAILABLE RECORDS. DATE: '•S 1919 ATLAS DRIVE RIVERSIDE. CA. 92501 i IUCLUD1k6 SAFETI OF ALL PFRSOAIS ARID PROPER -N -MAT T4E 9F-&U)REMEM7S -MESE LDCATM)S ARE APPRDXlMt"t1F A1UD SHALL 8E COAIFIRMED A1TNEfIELD BY NDRR.= 1"=40' BEAICNMARK ML Sb SIREET NP90VEMRIT PLAN W SMALL APPLY CDNDTIAIUOUSL`l AM MOT BE LIMITED TO NORMAL VJDRX)NG )-TOURS,' TAI` CONTRAEMR, SO THAT A.M4 NECESSARY AG7U6TMDJT CAN BE MADE 1,U AUGIJMEKIT APPROVED BY: SCALE VEKT. ' 111=4# ON THE W. SIDE 8F HWY. 395 AT THE )A)TER. GF OF-!- SHEETS RAID -mAT TUE CONTRACTDR SRALL DEFBID, )Mbl:MN IF`I AUD BOLD -WE MMER ANI) ARID OR GRADE DF TWE PROP65EL 1MP94VEMEUT. TIIE CDIJTRACTOR IS REDUIRED TD&4-4!5�CENTER ST. 4 STEPNFAIS ST. IN A CAP KIL VILLA STRE E T THE ENGIME'ER HARMLESS FRDM AUV AUD ALL LIABILITY, REAL DR .41 -1 -FAM, IN TAKE bUE PRECAUTIOAIARY MEASURE TD PROTECT AMV LMLIn LINES SHOLL),U AM R RAAISPOl�TATIDII DI:FAfCfmijuf DRAWN BY; b.B.N. �� FILE NO. COMMECTIOAI IU1TJA -ME PERFORMANCE OF IAIORK ON TMIIS PROJECT, LXCEPTIAIG FOR ANY OT)4ER L1A11S ADT OF RECORD, OR MOT SHUM1 DA) -MESE PLM5. RIVERSIDE COUNTY. CALIF. DESIGNED BY: D.B.N. RATA .. 12 DRI. A M. CANE ST DIE OFNIIPJ'S LIABILITY ARISIIJG FROM THE S81E UC&L)GOZE OF 1)1E 010ME1Z OR -ME ENG WEER. DATE �f 9 % BR -LE , 9 CHECKED BY: D.G.G. ELEV Sq. 133 4333 I /'�sm �[T TSE MMACIVIR SMALL CALL IN A LOCATION REQUEST TO UP901GROUMD -M ALENT 6". PHONE 0 i -M-422-4122. TWO WORKING DAYS AIMINi. MIO INBPECTION MILL BE PROVIDED AND NO PlMMtT ISUM BY THE PUBLIC WORKS DEPARTMENT IIIYOLVINB EXCAVATION FOA IASlERQRO1lArD FACILITIES MILL BE VALID UNLESS THE APPLICATION HAS BEEN PROVIDED AN INQUIRY IDENTIFICATION MSAEEA BY USA. COUNTY OF RIVERSIDE i GRAD I NG FOR ZORBA''S RESTAURANT * T4 K CNENWrW IS 9=1 M URMW SLAM FIR FW TIMI MoM - I PRIVATE ImIkID wlu In: NOTICE TO CONTRACTORS �": �- ENST�T i►' C • itE�it S i - - - - - - - - - - - fZ I'1 L.r �- C v M GM 1U MUL S w W.1 - - - - - - - - - - - - 790 Lf a-- MMUff i' "Y" W1ER NA MML 1W. Mt 2. - - - - - - - - - M L.f. �-- tllAlINO ! M. &R 146 a ! AO LW - - - - - - - - - - 1,1*20 if l'�-- d 19WOU 0 IM f SWULK (us Ma neat mm m mamew ixfmmraw) - - - i,11D Tf. �-- m w low m A [vm ptAN - - - - - - - - - - - 1 EA. OIAE.R AND THE ENGINEER IiAR LESS FROM ANY AND ALL LIABILITY. REAL OR IN PNOVEMENT . THE CONTRACTOR IS REQUIRED TO TAKE DIE PRECAUTIONARY ALIEBED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PW ECT. �-- ANY UTILITY LINES SHOWN AND ANY OTHER LINEN NOT M r" M IDO' U N !' - - - - - - - - - - - - - 4 EA. �D C� t a IMGrMLK M M 0. 40 - - - - - - 910 ST 1 em RMI011MR AFROM (Wz%l Y %21) M M MO. W7 - - 344 TF -•--#WK Amt► 1APLAN Q�— NEut im "t imteArt Pum — — — ►►. * T4 K CNENWrW IS 9=1 M URMW SLAM FIR FW TIMI MoM - I PRIVATE ENGINEER'S NOTICE TO CONTRACTORS �": I IiILITY PRECISE 6M PLAN • ZOR MAS R N'' 14 8 61 \ , EXISTING UNDER ROUM STRUCTLARES CONTRACTOR AGREES THAT HE ASSUME SOLE AND COMPLETE REONSIBILITY SP a THE EXISTENCE AND LOCATION OF ANY UNND DERGROUUTILITY PIPES OR FOR JOB SITE CONDITIONS O�THE COURSE OF CONSTRUCTION OF THIS STRUCTURES SHOWN ON THESE FLANS WERE OBTAINED BY A SEARCH OF PilEk1ECT. INCLU 10ING SAFETY OF ALL PERSONS - AND PROPERTY. THAT THE REQUIRE- AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SFIALL M�ITS SMALL APPLY CONTIM Y AND NOT BE LIMITED TO WOR14AL WORKING BE CONFIRMED IN THE FIELD BY THE OPHTRACTOR. SO THAT ANY NECESSARY ZZ: AND THAT THE SHALL DEFEND. INDEMNIFY AND HOLO THE A& A TMENT CAN BE MADE IN ALIGNMEMIT AND/OR GRADE OF THE P OIAE.R AND THE ENGINEER IiAR LESS FROM ANY AND ALL LIABILITY. REAL OR IN PNOVEMENT . THE CONTRACTOR IS REQUIRED TO TAKE DIE PRECAUTIONARY ALIEBED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PW ECT. MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINEN NOT EXCEPTING FOR LIABILITY RAISING FROM THE SOLE NEGLIGENCE OF THE OWER OF RECORD. OR NOT SHOWN ON THESE PLANE. OR THE ERMINES#. 117 �Awllpaww mw ME NN___ m PDDw? Pw ALL w Wrmx l l"LIC , DsalilMt!!•1 AND ACCiFTlD Pm Pusuc OA= Ab 20 R 1•S!0•DIDLA Fm sRllaraclo Y OOMMIANCE FOR ALL Com!' lw"�MhL ammuLATIOND Dow4m M LIR Of 0AS?R1ICTION ACTIVITIDS FL IRIS P000 T. ADDITIONAL �IDD ANO/OR Rw1IT8 MY D! FAquismD. 2. TR CONTERICTOR BNALL = maro SIDLi FOR TM CLMINC Of TR FROlOS1 D now ADM, AND NELOCATION 001STS Of A" QISTIM UTILITIDS. tRtITTM MOT IDSODM CoY f Of t70wi RUCTION StNMDULi AT LMT M NOUNS PRIG& 'PO WSMINO Of BION. Imo: (90!) 275-6790 FOR FDSl1IT ChB (C.U., F.U., F.F., OR VOLUNTARY), CAMSON AAI ANNA Meir. MOONS: (909) 27S -6"S FOR FARCM EWS AM TDiCT NAM . RA: (619) 342-8267 FCR FDNwlT Cilli DMT Of C21MDON. 3. ALL WOR ONLIl K TO TM FAQUIMMONIlS Of TINS AIV■RSIDD cOONTY a —ION offsaTwENT II 10NMNT STAS01A AM "WIFICIATIONS, Lmom EDISON, COUNTY OSDINANC! NO. 461 Alp SUDSNQOA' AIAMOlS. 4. CU DEPOSSSIOW ADD DRIVINKY AI FAMCUR8 MILL W INSTALLRD AND CONSTRUICTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, A8 DINCT© III TOM rIm=. F ysio� G � !u. � c� Na 17055 G' m d Exp 6-30-97 9lf OF C A%_\ P D • as ISO„ �!! 33, Ai AIR DY ODir . 2. ALL RO!!!Y 0O 05 an" 41m� wr Of ANY 3. mw 2ML as O wTami! R w 4. NO FILL aril DD lt&1� w r GLS Of wins, D S, lA S. 1DIiI1Nil CM Alp PILL 91 - 2 t I. G. IMNIM= MtLDI>IS FAD a Nr12RWs Airs Q Aii. W - le l>) A! 00 ►Ii.L If LMS THAN 10', 2! IF =9 • >r!'" = � A 30' . iii=r ALr amuz 1S A N,I>f[ISaI Cf 0.2' i m in ! 2' iM[ m TOf Cf CDT OR FILL i S. 7. "NO Iam Of "am nam 4A �mmm asci A >lAiITWND . " 8. ALL =18TIA smAlm r0s 1A s1 sA) i■r�R2fi abum A nn . ! : rmin MANS MOLL n ti! Af iii 20i. �=R -=a" w 1/2" PER PODS IDR a 10. OUT AM FILL sLar!8 mom so f 3' w R PLAU M WTTN CALS4 fa TO ! >fA A A© IMMWXLl?Y IN Md=� US 11.momma mims i�! QR sem.} � w ��.�ilsi� was is I IN v n w� sm arwr. >•s 110! !* i1 !i • ! ! �S i1R ! I� sell, r Of BRAS IR ! 11i' 2N ! a rR wx m � cow=. A �� •' 21 �i i1! um a III-a� �!OlrsAw�lir' ! !" i0 �Z 4w. Jill, snow �ws1t .Ni rB! l20i1 ��s w of ..�... «■ ..�mom m� �• ,o �w mm& i� • 17• • Alii 9MM6M= IM.i Aii2� � � ! - w VAS �SNS m www A sr��s�, �a. �� :�e2rir �� ■■� 2rs tw >t■rs• s�1r Ns w� 37, go 4w S. jjm7sL irw • ISMS. NMI ma ow a. 7. • M LS& maj"m= TW MWM V •BSI S! OF FAST 21MERtDE /E!t MAI 1 cAus N sis�( 7, PAGE SS OF MATS, N&CM& OF IM BARD! ClWITY, AUF.. EERY us e�� Gnmo LYE. ifll iRll 1#ilE'1 [T., Nr E , CALF 1lS07 F. f 1i�i�!) I�S'S -17iO @NomwEcr m : umv.1 : SUT, 17, rm �r �": HR ENGINEERING, INC. �S +s (909) 684-9522 19119 ATLAS DRIVE RIVE CA. W001 PRECISE 6M PLAN • ZOR MAS R N'' 14 8 61 \ , MISTslliD CIVIL IN. 177 DATE: a APPROVED BY: WAS1.E UMD It. EU�f. M:.CO. a TK S.E. cmWX IIETIwIi AS SMrMI N ST. !It PtAlb FOR LaIw W. w S7Oiir OF mr 1* 0% ii EL[Y. ,16.0 FOR MAD COM ISSZO N RIV@I m =w". CALIF. DATEPLAN sMMI W. D l.�i sV: :. N. niAslo sr: G.G rrlw. D - 2f)' 40' b0' g0 ZZ J I GRAPf1IC SCALE # ' SCAA.t i' w I!• '/ I 111ft AIT. # It,1!'t•x 13• CKFA 11 4. 11 I - n A1GII �. ♦ � � kn 11 Ito CAG MUKOER f r• r• ra ra to o f ra r• ra t• ra ra t. •� ra ra '� ra ta, ' r. ' to �'� ' r• ra to to ` t_t• , s - to rata ra ra i a amm t_� �( . Z 4p ST ill � •• � � — SEE STREET fMPROMJT PLANS fDR h•+N1. t Tc rug �Il Tt - _�,� CWS=CTff Mf1 WJ PIJAW KXRT-dF-NW 1 ®Awl A Ik1S' t�� D.Ti 7L Rti7'4� �•,sr It=;s'(Tx) �, ��y °� me a--, i f. 111111111 117H=ow Nm V tm 8*4 Put DEUX "NM. MnCr LM4ff n ,ra I T U. > _ a- if t • v �tnTrat ht . q"A : rs. lau .. #AS FS. (�) �.� FS. �+ V A.C. rU 71P CULS I �KGM ME ¢. 'M _ 5Cgff V'" MW tWf1EN U*VM (K UMSECM PLAN fMR MMMUL IWMWM) t�EL 9FII2 �- 4jr 4 Ir A Mmwo Frm be gift T _ \.,i►' 1® CAST. CflIIfC SrDE�" PU SM A. � CMST. tKNEW � (ref 2 I• !)M W UL W +.I �`•`� '��+ ��' ��" Z REWE AND REPLACE REUME EL TREE PER LAM S CAK MM � `' �' • - u'' - !� Rte � l�rl� � _ - ' +� 2•DNI. i �''' •i �i waw f�•3' � i - * �' , IL �I. 1- JWA e5' R*!S' 1 ��,.► + D" C.F. " , 4411 T, K CM UffED CER SINK Ipa I am ' Tf11TECT Limir a \ • \ ( 7' ITO 46 E' Its �k rTy 1 CSC .,{I W Ells FKE fur WLW iy" I• -i' I' ' 11 i me W LN f" 'y'/' LW �Y m FACE car CLASS CONCRETE Na 17055 �''� � � � � � N CIAVMIL m f� "V" GUTTER STA ��' mLq)CIVA. LY XOF CA ;T1tAjw LIMIT Y Mlll IT( Ei. GK&Alb aftrIS I'IArlKN1A`I --4 !1 'O' I MR. I Slrf , 4- f � caal�n for A•A Als. UE S NPE SICTIM 1i tS. i" CLVt FIIM T.C. 16 II= OF SIKWALK, n m f 3t1 mA't. SEC -C K.T.S. JPs FINA 201RUT ISM 12-3-96 BY UK SWFILL WrTffXM tSt��, siT = T s FAOJWT 01 �i 305 - cr . 01 I. THE ABOVE iii WIT3RIS AM IM ELEVATICSS Or THE EZI A!1 F D FMSI GRADE AW D=N�! ZNC s WR�AiGE, ID8WCE, d 10 ft COMACTION IMLW MAY as f ¢�GIMEER. 2. 9ZCM DIRT TO MAIN W 81W. W� SS DIRT EVENLY (TO A MnM UM W .S') _ OVER THE REMAINING SITE OA1!'SIIB! Tm PWAW= ' LIMITS. 3( ON TIME REMAI m !lmjw'i' LIMIT'S, NAI t! nmve THE WEST MI l iM am wvoms w TO ADJACENT lf1r0lERTIES . * SM Neta 2 above. OWN Irglf� cim M. 179% DATE: � - Z.2- 4? �xr. � 30- X17 MR ING. INC. ��s s Su�trrf�s !! A11LAi MGM M%WN MK. CA . ! i PRF CSE C�Ai► � � ' � f;'• � -- •�..` APPROM BY: W" 1,220, O" T.C. EkSV. 1F LCA. AT TK- S.E. EIS I MXN Simi • SE M. RMS FNR M IM Alf. M SSW OF ffiLff. MWAL S*i. II EMM. 1 OIIFFOR DATE A�� /�: DRG G.