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908r_sppp i t rev E4sEmENr NorEs AN EASeMENT G,PANTEO TO Rq/6rHA1/O, GTO. II FOR UT/G/T/ES ANO OR41NAGE EQUAL TO ANE-HgLF (I/2) OF THE WIDTH OF THE TOTAL: 0940 EgSEMENr PLUS TWENTY (e'0) FEET, RECORDED Aumisr 30,1974 /N 800K 5, PAGES IZ THROUGH 17 8V 1N6rRU44tENT No. /12780, O.R. 7 AN EASEMENT AS NECESS.4PY GRANTED TO ,PAI cmilO, LTO. z FOP CONSrarriON AND MAINTENANCE OF SUCH SLOPES Ar THE k'Ar/O OF TWO(2) HORIZONTAL TO ONE(/) !/EPTICAL AND FOR SUCH 1.P,9/NAGE F4C1L1T1ES AS ,PEOUIRED TO ACCOMMODATE 'THE 1V67CE5SAPV Ag340W445. RELY)PDED AUGUST 30, /974 /N 6001e 6 ApGES /2 rHROUGH /7 8Y /NSTRuMENr No. 112780, O.R. CONsrAOUMON nwrEs 0 CONBTPucr 22 FEET OF q PAVING (3// mice AND CLASS a ALG. BASE (4'1 rHIce) PER S. R.C.9. D. 5T,4N6l41906 0 G©N5'TRucr ,4 Foor GRADED SHOULOEP PEP SRC.S. D. Sr.4N04R05. CONSTRUCr I/4 TON G,POug-D RIP RAP @ 30 "(MIN) rvemmess W1m CLASS Z 646E F48R/C COVER (MIN. G” THICK) ANO 441,PAFI W X (OP EQUIVALENT) FILTER F48RIC. ¢� CONSTRUCT A 6 /NCH BROW DITCH Ar THE TOP Oc- ALG CUT SLOPES ANO/OR A Co /NCH 8ERM AT rHE TOP OF ALL FILL SLOPES PER S.P.CS.D. ST,4NOARDS. /vorEs A NOTA,P1e6-0 LETTER OF 06eMISSIO/V ACCEPT/NG THE C01v5r,P1-1C7-101v OF 660PE5 41VO OTHER CO1v5rR0C7101V WORk5' SHALL 8E O8rHI1VE0 F,POM THE CU,P/?ENr AO✓ACENr p.eopERTY OWNE,P(S) Ar THE TIME OF CONSTRUCrIO,"v /51 woe 4ccessl MAINTENANCE eo40 ge 4PPeOPPI,4rE DRAINAGE E,4S'eW NrS SHALL 8E OBTAINED FAVA4 THE 166U.4NCE OF 4NYT PERM 75 41VD PPRIORS 70 AAIV TO THE CONSrRUCr10A1: lNWWUNE NOTE AN 8'1 WATERLINE PER S41vr4 POSH ,g4Avq&s WATER 91srocr 1MPR0VE41E1Vr PLANS FOR `LOS GATOB aWo srx/rg 0I5TR/8uT/01V M41N" (OWL'. NO. 5','`373 -39/ SR I(0, DATED ✓UNE, 1974) ANO A 12i1 1N4rERLINE PER SANr4 kk964 rr'4NCHES WATER DISTRICT 1MPR01/EMENF PLANS FOR "LOS G'ATOS 00g0 /2" PIPELINE ,iwA9LLEL SECO/VOARV FACILITIES " r,0w6 - NO. 6,9-380460666)l SR -99, DATED ✓uNe 1974) EXISTS /N LOS GArm RO,40. rHE 6-x,gcr LOCAr(ONS ,/IRE UNKNOWN. 771E CONTRACTOR 541464 11FRIFY Sort) H0•P120NTA1 e YERr/C,9G LOCATION OF 77LAE5E 67x1Sr1NG WAJ"ERuAter PRIOR 7-0 00N6rRUcr101v IP LiA7-zl — G0N1l9;k07Vr 54ALt, t, jHt-jWta`vLY i&NGHf &Abl P00N:(/WIN4 WOW I�rm! „o �. ,'&kt'R>6n4iAwaot5w�r :'. .""*1e+rc %.ta.�:,c v �e.xxom,•)^93H7f I:1 P \M PC I 1� �`SJlrq�pi�' f L pE) i A 1 ` o� a C.3 I /t/OTai : �ss.. l�/Rtil Sa✓✓c a s TEP -INT ]\/r P/04-5 Tr. Z7TZ,4 /✓O co "S *4ror c fi'g 4 ENGINEER'S NOT/CE TO CONT914CFOR THE EXISTENCE ANO LOC,4T101V OF ANV UNOE,96k0U/VD UT/L/TY LINES 012 6T,P41CTUPES SHOhVN ON THE3E PLANS WERE 08T4/Ne4Q811 A SEARCH OF 77-/E AV4/C484E PECOPOS; TO THE BEST OF GU,P KNOW66706C THERE APE NO EXISTI/VG UTIurI66 EXCEPT AS SHOWN ON THESE PLANS; rHE CONTR4CrOR IS REQUIRED TO TAKE DUE 0A'ECAU7-1ON4RP1 MEASURES 70 Underground Service Alert PAt77-eCr THE urIUTY LINES 5110WAI AND OTHER LINES Ivor OF PECOPO OP NOT SHOWN ON THESE PLANS. REVISIONS COUNTY RECOMMENDED FOR APPROVAL DATE / tJ �� To Taw of Rvve, �" 6XW D1TCH (Cur) /NOEX MAP 'top�ESS/Mg1NTEN�IVLEFOAD vZ �� ANVg6465, T CSEE NOTE i i C 6 6C V l z P,41114 ' (4171N) LY�i wcrEO 4 " CLASS II 46G. 84666 MAiEP/AL LOS GATO$0(0.40 TYPICAL ST,PEET ,5'+rX [ON N.776 COUNTY No. 33950 EX?, 6-30-, 80 1 E LOMPgLr (V4,P4 OF A9!✓E)ENr E`S ESMOArE Coil Before You Dig Coil TOLL FREE 1-800 422-4133 Two WORON0,DAYS Asprhate anginearalgning these phursJs responsible for assuffng the accuracy and acceptability of the design heraort In the even! of discrepancies arising after county approval of during Construction. the pflvate engineer shot) be responsible far deteanT,ing an acceptable sofution and revising the plans for approval by the county. .4EY(s�oNS: E4RrHWOR1,(IMPORT AND F144) 7,520 C.V EA,PrHUVORK (Exc4lmre AND 49,C0/O S.F. A.C. MYEMENr (A?EM01/,9L) WE 1 aY 1MA ENGINEER DESIGNED BY REVISIONS COUNTY RECOMMENDED FOR APPROVAL DATE / tJ �� To Taw of Rvve, �" 6XW D1TCH (Cur) /NOEX MAP 'top�ESS/Mg1NTEN�IVLEFOAD vZ �� ANVg6465, T CSEE NOTE i i C 6 6C V l z P,41114 ' (4171N) LY�i wcrEO 4 " CLASS II 46G. 84666 MAiEP/AL LOS GATO$0(0.40 TYPICAL ST,PEET ,5'+rX [ON N.776 COUNTY No. 33950 EX?, 6-30-, 80 1 E LOMPgLr (V4,P4 OF A9!✓E)ENr E`S ESMOArE OF ©UANr/r/ES 20,950 c V E4RrHWOR1,(IMPORT AND F144) 7,520 C.V EA,PrHUVORK (Exc4lmre AND 49,C0/O S.F. A.C. MYEMENr (A?EM01/,9L) 690 CV, CLASS .Y AGGA;FGATE 6.qSE 900 TON ASPH<1Lr COIWper,5 fi46161V/ENr 1 TON PRIME COAT 2 E4. P7W67AO POLE ('RELOC47-I010 Z+/S S.F. TERRACE 9R4IN/DOWNOA41N Iio C.Y. GROurw RIP RAP -MET710D 8 (1/4 TON) o -i? C.Y. GROUrEO RIP RAP -METHOD 8 ( 2 rON) 2 TON 4SPHA1-r EN/41L S1ON &9 6.F- Sirs-rc&2- to r`CSf9 1.70 L.F. 2Q " R.C.P. (CLASS /// 13500) /&g L.F. 3(0" R.C.P. (CLASS /// SPECIAL /7000) 2 E4. AO✓USr WArEA' (141- UE 717 GRADE 2 EA, RELOC,4r1oN OF FIRE HYDRANT / EA. RELOCATION OF 4/R 1/470. e A/R '?EL. 1141-1/E 2 EA. ,PEGOCAr/ON OF ?I'M 4" WATERLINE A01SER .3300 L.F. 3A00WDITC1-1 123 L.F. REMOVE 2411 0114.,0 (v C. V. ,PEMOUE R/p PAP ¢O L.F. 'e,6440//E 36" C./Y1.P. 20 LF /RELOCATE /e9" CM.P I_ 9A. D19A,$/V�FE PA,404 p ie�sP 3 G. /854 CY G.10elr .0 R/PA,, f/0 - 444F7vo40 B <'/ TOK% 1PEV/E Y DATE 7.r/ _ FOR SA /X054 MMU/N 1E3 66PIII0E D/SIR/Cr RCE mo. IwKrx EKP DArE APP ED BY DATE /d e48 _ ANYON . CC ONSULTAIVT$ ne ®E `' 3U C.E. NO. .DATE - 31562 Railroad Canyon Road, SulteC • Carryon Lake. CA. W687, (RO9.)244-7333 g DATE SCALEBENCHMARK A$ �' 2W g6767 AB01/E A A. NDOLPH F. LEM/NG R C.E. No. d5(p67 ExP. TE 2 -31-9 DATE MARCH,/w] GRNERAL NDTES 1) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER (?R, CONTRACTOR TO APPLY TO THE SANTA ROSA COMMUNITY SERVICES; DISTRICT PERMIT SECTION FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED 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 WORT( AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM SANTA ROSA COMMUNITY SERVICES DISTRICT OF CONSTRUCTION SCHEDULE AT LEAST 4$ HOURS PRIOR TO BEGINNING OF CONSTRUCTION, PHONE: (909) 676-2646 3) THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO e8(3NTY 8T*NB*RB tie. 8±6 SRCSD. SrANO 1-6. 4) ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461, SUBSEQUENT AMENDMENTS, AND SANTA ROSA COMMUNITY SERVICES DISTRICT ORDINANCE. 5) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. 6) ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET INCLUDING, BUT NOT'LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 7) AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS,/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR SITE. 8) 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 GALLON PER. SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS, 37, 39 AND 94 OF TH;E STATE STANDARD SPECIFICATIONS. 9) PRIME COAT IS REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN PERCENT. 10) AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTSTO 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. 12) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR D�ELOP$R TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE, AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS AND TO PROVIDE SAFE PASSAGE FOR THE TRAVELLING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 13) ANY PRIVATE DRAINAGE FACILITIES SHOWN ON .THESE PLANS :ARE FOR INFORMATION ONLY, BY SIGNING THESE IMPROVEMENT PLANS, Nb REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 14) CUT SLOPES SHALL BEA MINIMUM OF 1k:1. FILL SLOPES SHALL BE A MINIMUM OF 2:1, OUT SLOPES SHALL HAVE SIX INCH (6") BROW DITCHES AND FILL SLOPES SHALL HAVE SIX INCH (6") BERMS AT TOP OF SLOPES. ALL SLOPES IN EXCESS OF FIVE FEET (5') SHALL BE SEEDED AND STRAWED TO PREVENT EROSION. e,o" ' m flflg h u,5;-," wtuAePzre> 727 Vii i mlNmmm 0 rH `mss Fbt- YF -Le pzGrrl e✓ t✓ge'1 N" AHP fi9P- ✓1-7 �`�' 1'� ��ct�Np� 8ENCHMARf< 3" ,9L1JM1/VUM 016V /N COAL. CVLIIVDEq - STAMPED r-71-61 FROM THE 1NTE/ISECTION OF FRONr 67VEEr AND ,PPNGHO CALIFOPNIA ,17,410 , 46 M/LC-6 W ON 9,4NC140 0,4LIF0RNI1q k040 TO THE 1NTE,4$Ecr/ON OF RANCHO owlFORN14 ANO OELL/Z POAOS, ZZ M/LES SIN ON DE LUZ ROAD TO THE 11VrEPSECr/01V OF DE L4/2 ANO 0gkAhC110 k'040; 30 MILE$ W ON CAPANCHO ;POAO TD THE" 11v'r6P5ECr101V OF CARANCHO 040 ANO LDS 64Ti'.15'_ k040; IN 7-H5 NE CORNED OF 7 --HE 1NrE(SECT10N 25' N OF CIL CAPANCHO 8040, 5&'E O1= 0/1- C 06 /1- 1-09 04r06 040 4.2' NW OF F1PE HV0R4Nr) SET F18ER64465 W/rNESS P 6r /I N OF 10NUMe*7- /N C OAVAI-7F BASE 0.4TE: 1-31-83 ELEV 1324.305 NOTE wOMMENCE 1/Nri- ANcoNmIlvep 1 mw mese Runs swAze Nor CYIENCkoAC'NMENr oek'w1r AN 1pk GRA/ /NG PERM%r xos BEEN /3SUE© Nor couNrY mw/Nr,meo Rowal PWC& Yl.4P 2/�/✓t¢ st�EET N{). COUNTY OF ,P/i/Ek'S(OE /1(ELlE rel/+re[rc6rr,.u. I s – —r 1 I OAW6 DELTA RAD/US LEM5TH jT4AC51Vr_ Cali: TOLL FREE — � \ (�(( 1-800 �' � — — -- — — — ��ti� / LOS l�ATO6 ROAD � � � iPEUIEWED oArE �` '�/ "' / /17 47 s4 8W 279. ro' ". r".r ¢` R/W 2 /7°/O'0/" 239.70' m, 422-4133 — - —, x ^/ / - _, fm Ie .go4o 3 ,oez,7°e-3" 1-5e, 2 �_�� /� 0° �J J R S9 kt�SA CQN7 /T/E$ SEPI//CE D/STR/CT TWO WORKING DAYS BEFORE YOU DIG ` C� acE. ao..��' EXP a47E � _ �� . �-� NOT COUNTY M�//NTA//VED .PDAD RECOMMENDED FOR SEAL COUNTY SEAL h APP OVED DATE �s G A�LPrEL MAP Z7/S9 SHE APPROVAL w i A NYO N COUNTY OF ,P/l/EiPS'/DE ` ° 4 ' F R TRANSP N DEPT., RIVERSIDE COUNTY CALIFORNIA �a A. ® °� ��° 9 SCf/ED[/� E N F ONSULTANTS C.E. NO. 3 3 41 �d E DATE 3® ENG/NEEDED- STREET /MP�PO//EN, AIT R:A/VS W'�rt i m 31542 Railroad Canyon Road, Suite C Canyon Lake, CA 92587 • (909) 244.7333 OF g.g y DATE33950 a�, ..;� s LOJ� GATOS POADFILE Ku. Aso P.. ABED DATE The private engineer signing these plans is responsible for assuring the accuracy N oY 3 9 5 and acceptability ofthedesfgnhereon. Inthe eventofdiscrepancies arising after DATE BY MARK APPR. DATE CHECKED BY �� �' d SCALE BENCHMARK STS/ 7tZ%•OO TO STA. I7f9B/8 county or during construction, the privgteengineer shaft be responsible e.11� �p G'1.;, /�J 5'HOlNN for det�7n+tnin an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY € ,g4 Y° AN00LPH F. [EM/NG the county. g p 9 P, DATE /0 ��0 CAS � ," �i `., r � : /2-31-`18 DATE 0,4?0/ /9911 BEE SHEET NO. / FOR C�U/1/l�t<I/ W.O. /90/63 DESIGNED BY ✓MM DRAWN BY j)Q CHECKED BY /MM , , w r ' R.C.E. NO. 45/c87 EXP. D�TE,M 9- ■® _a; . ,. !,: --r:. .. i � .t_. _. —. :t__.. . _ 1_-, .�....__ .. : rt. •—. 7- . -: E_- t �....- C�;J 1 a �25�) # \ , \ �i",:. ; + � ef)Pf'fRL7�'//YMTE � .: ' I : � --_��1 �� \ 7 { } ! }- ; ntr�c• .n�crbErnr az z�r ��h.�n azo; nrl'� ��l�`�\�� _ `� /� / ` � i t EXISTING PAVED __ W TRAVELEO WAV W/DTH VARIES C18, TO 270') - \ \ \ TO 8E +264404160 \ / 44 n \ \ EKisT "wqr, (l4Tr Underground Service Alert \ \ \\ AQ,u: EX/S7 Call; TOLL FREE \ (ro ((( 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising atter DATE BY county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by ENGINEI the county. DESIGNED BY ` \A TI��E Q 5 0 p PtP1 R CONSMUMON NOTE$ /PC � Ja , ,�1 / �. A 6 'R za I .nl 00' CONsr)P"cT 22 FEE% (9F AC. PAU/Nli �3 rr THICK) FUTUtPE /iYIP,POdE/Y/ENTS - � `•'� � PER STREET /NIPR011E&6NT r PL A/VS' FOR T. T /W. No. 27304- RECOMMENDED 7,32¢RECOMMENDED FOR SEAL COUNTY APPROVAL t� 0FES3n A. �<� DATE APPR. DATE CMECKED BY J// REVISIONS COUNTY FF�� DATE BY DO CHECKED BY IMM r CLASS it 4615. 846E " TH (4IC/t) PER p �� � � �/ \ O S. R. C. 5.0. 5T�9NaaRDS: GAO SHOUCOER PER 1 4 Lt7NSTk'G/CT' A tip /NCH 8A*ow D/TCN AT r116 O NCH BRM AT THE TOP OF� F/CG SGOP4NO10P .4 6V R6'R W STANDARDS EASEMENT NOTES: ( l I ( • W+ / SEE SNeer Iva / 4 Rw cn 8 5EE. ,,^f1EET NO. / �-.�T i 2 • • - - � , /� � EY/ST/NG Fi9(/ED TRA4EG EO , _ f W..4V w/pTH YiiR/ES (l8 G"Y ) _ - 24I� A NOTARIZED LETTER OF 0ERX155/01Y ACCEPT/NG \ THE C0iVSr,9UC770/V OF SLOPES AND OTH6e - CO/VSTR[/CT/ON WORKS SHALL BE OBTAINED FROM 71/ \ THE CURRENT ADJACENT PROPERTY OINNemi )' AT THE T/ME OF CONSTQUCT/ON. - CONSTRUCTION Til 8E DONE 8Y AND CONCURRENT tY/7W ( \ THE STREET /MPA3VEMENT5 FOR TENTAT/Y TY?ACT MAP No. 273t"Yt: wl.ITE1PUNE NOTE: N SEE SHEET No. / P \110. 2l1.D �Y i ,los VMS M /� 04D PEI//EWW 8V: DQTE %/F �5 CURVE DELTA 240/(/S LENGTH TANGENT � /O /0°23�1G" 900 � /63.17` 13/.611 FOR SANTA M95A COMMUN/T/ SER!/lCE D/STQICT R.c.E.No:6� EXP.OATE NOT CDU/VTY MA/NTA//t/EO SAD SEAL APP VED DATE / PP<GPG' L X4410 27164' SHEET NO. ANYON r��5t�/�d�\ cc COUNTV OF ,P1YE,PSiDE y ` v 11"� n�+r�\ R TRAN6P N DEPT., RIVERSIDE COUNTY CALIFORNIA ►. 1 C'� 1 I f IA �Q I V S V l V ENG/NrcERED R.C.E. NO. �� Q EXP. DATE ST,pEET 11WA.POVEMENT PLANS w uT 31542 Railroad Canyon Road, Suite C Canyon Lake, CA 92587 • (909) 244.7333 OF�SHTS. RE RED DATE �� } COS GATOS A0040 E; „ .(Z-�-i6 $' j'i SCALE ,4S SHpW/V BENCHMARK STA. 17f /8 TO STA. ?4t2(o.38 FILE No. . NgOLPH F F-EING SEE SHEET No. / 48. FOR W.O. < DATE . _ _ _ _. _ nc� n� � /2 _,�/ - 98 �'-Rl✓/YI�Ev 190163 EXP. DATE 1407A(A-L / /99--o' 9®8'R