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871y_sppGENERAL NOTES Site Q r4 Q9 S� ,0 9 F 0 ,n Q 9 � Ak �a i VICINITY MAP no scale Section 17, T. 7S, R. / W. CONSTRUCTION NOTES OI C0140TRUOT 033' AGGREGATE 3400 CL 1Z' PER TYP /04L JT2EET J'EGT(ON . 0 OONCTRUCT 4' GRADED d'NOUGDER . 0 00,VS77UCT greCCT NRME 196NS Pep e7a. Bib CON6TRUCT, C.M.P. 5,9. 12 0 CDtYMOU3Fi " C.M, A GA. /2 © L'ONSTA'UC T /B" C. M.P. oA. 12 �7 fN57ALL TYPE /P/ DEL /A/&97Cie5 CL.I Fe,e Sr. ST,O. H 74 -9 C40AISTRUC7 OVEIES /DE DRA IN 19E R Cp. 5•TO. D - 3OG O C01VSTRU6T HEADWALL PER C4L172,4A1S STO, 089 Service Call: TOLL FREE 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 after DATE BY P county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by ENGINEER the county. DESIGNED BY TYP ICAL STREET SECT /ON CALL,E JOJOBA (NOT A COUNTY MAINTAINED ROAD) tih h�� � ®g 2U WIDE a�No A7 l � 770 �piJS� I• - • x10.3 j0j 2 6/0 CIRCL E TYP ICAL STREET SECT /ON (NOT A COUNTY MAINTAINED ROAD) See 01' -_ 4o cFs aid - Sree< 4 7 BO rPS. IDE DRAINAGE 6A�'6NEN7 Se /� 20' Parcel / rn Parcel 2 30' 30' c O z 20' Tea ILS EPOEMENT INDEX Sca le \ Parcel 3 Fj MW Parcel 4 J PJY P -do - ENGINEER'S EST /MATE OF h AGGREGATE BASE XCZ) 50Z CY. C.M.P. (06 /?6 131 00 C.M. P. C ?4 "J IZ 6A. 95 2 p'WIDEO/L9/A145EESMT C.M.P. ( /B ") /Z GA. M 6E06TA/NAO AT 7119F,4 COilLflal )PIP RAF (11¢ TON) tih h�� � ®g 2U WIDE a�No A7 l � 770 �piJS� I• - • x10.3 j0j 2 6/0 CIRCL E TYP ICAL STREET SECT /ON (NOT A COUNTY MAINTAINED ROAD) See 01' -_ 4o cFs aid - Sree< 4 7 BO rPS. IDE DRAINAGE 6A�'6NEN7 Se /� 20' Parcel / rn Parcel 2 30' 30' c O z 20' Tea ILS EPOEMENT INDEX Sca le \ Parcel 3 Fj MW Parcel 4 J PJY P -do - ENGINEER'S EST /MATE OF QUANT /T /ES AGGREGATE BASE XCZ) 50Z CY. C.M.P. (06 /?6 131 CE C.M. P. C ?4 "J IZ 6A. 95 L. F C.M.P. ( /B ") /Z GA. J00 L,r )PIP RAF (11¢ TON) 649 S, F, Sheet .STREET NAN/E S 16V 2 PLS. 3 7"Y F - CL. I M IAISAATAPS /¢ PC5. HEADWALL - CAL TRAAIS STp D89 E4. OVERS /DE DRAIN 2 FA EARTHWORK QUANTITIES EXCA1 /OIV U73 CY EMBAN/(MENT 7,4(0 CY. COMES (lS %) 974 CY. SHORT 11% Cy. (TO BE SCRAPED FROM 6ITE - ) PAJ :049J BENCHMARK T -l9 -8l . AT TEMECUM , RIVERSIDE COUNTY, FROM 7716 IN7EU56DON OF FiZONT FrUET AND RANCHO CALIFORNIA ROAD 9.0 MILEP NORTHElld'T ON RANCHO CAUFORN 14 ROAD TO 7 /NTERrECTION OF i2W/M CAUF09AN ROAD 40 GLENOMF ROM 2.1 AMU EAPT ON GLEN040 R01h TO THE [UNPrECTION DF 6LENO4 20AD AND MESA ROAD , .5MILf A/DRTH ON MMA ROAD , SO' W&ff OF CE975RUNE ME!'A 2049 45FEET J'OUT_9W6PT` OF A.P. # E ON TOP OF 12FEGT BY BFEET /3y G FffT (WIVITE FD0(,DE2. AI?" SPAS'S D/JY! 1A/GRANITE BOULDER. J'ETF/BERGLAPFW/TA/US PDST 2FEET TOUTYMPT OF MONUMENT IN CRACK IN POULDEK . ELEVATION IBM. 114 34TE = F -13- 82 - /"=/00 I TO -MAC ENGINEERING 41934 Main Street Temecula, CA 92390 (714)676 -5715 KUKIL. I•'= 4L VERT. I °= 4' APRIL 1990 See ,Sheet I 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE (714) 275 /0885 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD No. 816. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANPORTATION DEPARTMENT IMPROVEMENT STANDARD AND SPECIFICATIONS, DATED 1990, COUNTY ORDINANCE No. 461 AND SUBSEQUENT AMENDMENTS. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPEK TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE No. 46/ 5. IT SHALL BE THE RESPONSIBILITY OF THE J6VEGOPFR OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING COUNTY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. 5. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO , THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, DRAINAGE. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD No. ?off AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT -OF WAY. 9. ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL TEST SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD No. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALTIC SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORMTO SECTIONS 37, 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN PERCENT (10 %). 12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE No. 460,53. 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 14. AS DETERMINED BY THE TRANSPORTATION 7/2E0012 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. 15. ONLY LANDSCAPING CONSISITING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE 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 CQNFORN TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE AOMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JdAIE, )990. TRANSPORTATION ;DEPT. 4080 LEMON STREJET 8th FLOOR R CA SOW X714) PARCEL MAP 24862 COUNTY OF RIVERSIDE SCHEDULE 'H' STREET IMPROVEMENT PLANS r/ r/. SHEET 'OR ROTELLINI I W.O. 2448 SHEET NO. OF 4 SHTS. :ILE NO. -Y RECOMMENDED FOR SEAL COUNTY SEAS A V DATE APPROVAL � FOR TRANSPORTAItOW DEPT RJV. Ob., CA FO IA _ ��.,� i � J n R.C.E. NO. EXP DAT DATE Zi a APP �' �- f0 POW BY DATE C _` " APPR. DATE CHECKED BY I'Ak)- REVISIONS COUNTY DATE 9 Zl -q0 21914 R.C.E. NO. EXP. DATE 9 -30 -93 DRAWN BY CHECKED BY /"=/00 I TO -MAC ENGINEERING 41934 Main Street Temecula, CA 92390 (714)676 -5715 KUKIL. I•'= 4L VERT. I °= 4' APRIL 1990 See ,Sheet I 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE (714) 275 /0885 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD No. 816. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANPORTATION DEPARTMENT IMPROVEMENT STANDARD AND SPECIFICATIONS, DATED 1990, COUNTY ORDINANCE No. 461 AND SUBSEQUENT AMENDMENTS. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPEK TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE No. 46/ 5. IT SHALL BE THE RESPONSIBILITY OF THE J6VEGOPFR OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING COUNTY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. 5. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO , THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, DRAINAGE. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD No. ?off AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT -OF WAY. 9. ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL TEST SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD No. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALTIC SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORMTO SECTIONS 37, 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN PERCENT (10 %). 12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE No. 460,53. 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 14. AS DETERMINED BY THE TRANSPORTATION 7/2E0012 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. 15. ONLY LANDSCAPING CONSISITING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE 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 CQNFORN TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE AOMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JdAIE, )990. TRANSPORTATION ;DEPT. 4080 LEMON STREJET 8th FLOOR R CA SOW X714) PARCEL MAP 24862 COUNTY OF RIVERSIDE SCHEDULE 'H' STREET IMPROVEMENT PLANS r/ r/. SHEET 'OR ROTELLINI I W.O. 2448 SHEET NO. OF 4 SHTS. :ILE NO. -Y /0 3 d. 00 P /PE ,5 T =1D 76. OD 5T. STA. /0, , /2.00 BE'6 1N CON OF GM 00 ROAD MOTE '2 CURVE DATlI �i �cS 20'W /Ofi OrQA /A9GF. EAJ'EAW A =21 17 41'07 P- 850' s° 6 GETTER OF PERM 1 SHALL IMAM H OBTA /UEOAT T /tIEDf L= 321.71' T= 1D 2. BO Q ASS QE 0.C3T91rVE0 PROM C4 ° ^ o ( o ` A �?' CDNJIRI/CIIDN 9Yd�A9PA/F /NcP d x 0�c��" P,� cne7y OWrt/E,e Foe coll,!_rTt( �10� �J e� p ® O p 0 At/4 F)CCEr°Twne 0-'9GL �OrO Q N �� l� \ �o 0 p ° ELOPE oursioE Rl6HFof w,4Y ° .o „ /O o Op ® w s s 0 � \ e d PRO,° P4 C. /7. P. ONE'S'. JEE DETAIL ABOVE O C9�C !2 2 0 9 X11 5 �h ao E9 B ✓o ro 1N �� j OBTAyED Al / T/ Ef�/ENT JHAGG B� 9O J6P9Y.91E /NJP.PUiyIEN Ntfl. BY o � Underground Service Aler Call: TOLL FREE (((� 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 after 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 ENGINEER the county. DESIGNED BY M u 20'V1ID ENT SH AL 0 u EAS�M T -"ME T -4rgtj G OE !N TQUME1JT 0 , / G/0 C /�PCL E SEPA JOE J'llEr T 4 Parce Parcel 2 CAL L E JOJOBA CURVE DATR QI A- 19 R -450' L =155.03' T =78.29' ZO L- 42 R -450' L- 33615' T-176.41' 0 A- 90 R -95': L = 3°1. . T -, zs' ® 6: " ` 0. 25' L = .39.27' T 25' R/ U TO -MAC ENGINEERING 41934 Main Street Temecula, CA 92390 (714)676 -5715 P' IBENCHMARK — 1 See Sheet I CONSTRUCT /ON NOTES Ql CONSTRUCT 0.33' AGGREGATE BASE CL. 1T PER TYP ICAL SECTION. Q2 CONSTRUCT 4' GRADED JNDULDER PER TYP. SECTION CONSTRUCT 6TYEE TT MAW 81GN5 PFe STD B /(o. ® CONBTRUCT Z4 tI C. M. R 6A. 12 ColVeTRUCT 36" C.M.P_ 6A•12 SCE ?#CCT 3 ® GONJ'TRUCT AMAGT GONG. 0MArIDf WIN M R/VERM[ COONTY TTO. NO 306. Q CONSTRUCT HEADWALL PER GALTRANG STD. D89 P PROPERTY OF RIV - CRS0E COUNTY $CAG E: 1 "= 40" TRANSPORTATION DEPT. 40$0 LEMON STR ET Sth FLOOR 60 /20 160 R IVERSIDE, OA 92501 (714) 27"740 a PARCEL MAP 24862 SHEET NO. COUNTY OF RIVERSIDE SCHEDULE 'H' 2 STREET IMPROVEMENT PLANS of 4 SHTS. CALLE JOJOBA FILE NO. From Sta. 10 +00.00 to Sta. 17+ 96.67 =0R ROTELLINI W.O. 2448 8 7 1 go RECOMMENDED FOR APPROVAL SEAL COUNTY ��Z2875 �� ►Nth C SEA ' C � r q E i � >� a° . w _ _. A DATE FOR TRANSPO T DEPT. RI . 5P., CALIF R IA R.G E. NO. EXP. DATE DATE iAPPRO B DATE - °(7 - Fgt // E APPR. DATE CHECKED BY SCALE HORIZ.I " =4 VERT. I"= L REVISIONS COUNTY R.C.E. N0. 21914 EXP. DATE 9 -30 -93 DATE E Z! -RI DATE DATE APRIL 1990 DRAWN BY CHECKED BY R/ U TO -MAC ENGINEERING 41934 Main Street Temecula, CA 92390 (714)676 -5715 P' IBENCHMARK — 1 See Sheet I CONSTRUCT /ON NOTES Ql CONSTRUCT 0.33' AGGREGATE BASE CL. 1T PER TYP ICAL SECTION. Q2 CONSTRUCT 4' GRADED JNDULDER PER TYP. SECTION CONSTRUCT 6TYEE TT MAW 81GN5 PFe STD B /(o. ® CONBTRUCT Z4 tI C. M. R 6A. 12 ColVeTRUCT 36" C.M.P_ 6A•12 SCE ?#CCT 3 ® GONJ'TRUCT AMAGT GONG. 0MArIDf WIN M R/VERM[ COONTY TTO. NO 306. Q CONSTRUCT HEADWALL PER GALTRANG STD. D89 P PROPERTY OF RIV - CRS0E COUNTY $CAG E: 1 "= 40" TRANSPORTATION DEPT. 40$0 LEMON STR ET Sth FLOOR 60 /20 160 R IVERSIDE, OA 92501 (714) 27"740 a PARCEL MAP 24862 SHEET NO. COUNTY OF RIVERSIDE SCHEDULE 'H' 2 STREET IMPROVEMENT PLANS of 4 SHTS. CALLE JOJOBA FILE NO. From Sta. 10 +00.00 to Sta. 17+ 96.67 =0R ROTELLINI W.O. 2448 8 7 1 go Underground Service Aler Call: TOLL FREE ((((I 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 after DATE I BY I MARK county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by ENGINEER the county. DESIGNED BY NOTE= IETTE/2. OF PERM16%T101V SF/HGL I3E 00T,91A/EO i CUI?MEit/T OMIAIER 9T T /A?E 6)� 0 /Q1! fOC <zw9T,PC/C77ow $' 4U:ERMA,CE OF,FW OU7tS /4E [ 2/�YTO�W9Y O'. a 3O' SLOPE EASEMENT RI W (1830) I (ieao) Z \ Awe W � � - s 15' 51OPC EASENCNT I k Q v ° o a 0 (I8 /5) 1°RDI/i0E TYPE "F ° 0E4.1AlEA70R.9 GLHSS / 7� N lis2a) R/W Gals) pa ` E,Tw 7 (/8 /D) R%W GRADE TO VATell SWT/NG ROAD P jV Parcel I RECOMMENDED FOR SEAL COUNTY SEAL MAPVE BY DATE APPROVAL — TRANSP RTATI T. RIV. 0 ., ALIFO R.C.E. NO. EXP. =75 DATE . APPROVED Y DATE � - 10 APPR. DATE CHECKED BY / C rv �� SCALE HORIZ. I "= REVISIONS COUNTY DATE DATE VERT. 1 "= DRAWN BY CHECKED BY 8 "ZI °ql R.C.E. NO. 21914 EXP. DATE 9 -30-93 APRIL 1990 NS TRUMON NOTES �i 0041ST. 0.33'A66RE64TE BASE CLAS'SX PER P. STREET SCI TION ® CONST. 4' GRADED S110111 DER O INSTALL TYPE 'f ' OELIAIEATORS C-L,95S I PER STATE STATE STO. A -74- PROPERTY OF RIVERSIDE COUNTY SCALE /' 4o' ZO 40 BO 120 /G0 TO -MAC ENGINEERING 41934 Main Street Temecula, CA 92390 (714)676 -5715 0 ' BENCHMARK See Sheet I PARCEL MAP 24862 COUNTY OF RIVERSIDE SCHEDULE W 3 STREET /MPROVE PLANS OF 4 SHTS. CALLE d0a FILE NO. From Sta. 17+ 96.67 to Sta. 2 + 8 ..03 FOR ROTELLINI W,O. 2448 'w 9 71w Y 4.'1 SL/TPE 4 fv r tl � cat V ov "S � AlAT11R L MOW V106 n cv PRA l 6 a CFi k O sr c� n tvt o- bu �780�� G'enter / /ns� _ l�81� Ceti*ter�ine . a : � CJ -77,74 Centerlrhe : 17M A SEE rkEET 2 I RIW ' NorE.. LETTER Ors PERM1.sSIOAJ 15Mg4e- ,5,5 Gff TF31NE0 1 ,i eCY J L &Aeve6W 7" P 0/ IVt --,e /197 T /ME GS- 6. 7 � 97 -4 C 770A/ ?=ZW CeAlST W Parcel 4 20'DR.4INAGE - 61fi9L.0 OE O6XT911I/E - ,O oy 3EPA/t<7T8 irus7-�c1.t�1E-.vr ,97 77ME OF CpN6T�/, (- VPICAL I 'OR .BO ?H S /OES,) c c/p 1786.50 110 /NC ET q 20',�k'AINgGf EL�CEMEFIT�"1�.� —E e Jnderground Service Aler Call: TOLL FREE ((((� 1 -800 422 -4133 TWO WORKING DAYS BEFORE YOU DIG V�b 6, 2 I d -18 0 05'05" R -450' L -141.04' 7.71.61' 2 A- 10/5'37" R =113' L- 32.07" D T d - 203173" R -36 ' L-4015' T- 130,29' Cat Za _-__ O � � - /- z.oa O'!!� \1a hN In v. ° ra° to - PR GRADE OP AT CENTERLINE` - rn ao h to p •. ; ,� �N � ,,� - h n p a cat Az - r\ o D 4.'1 SL/TPE 4 fv r tl � cat V ov "S � AlAT11R L MOW V106 n cv PRA l 6 a CFi k O sr c� n tvt o- bu �780�� G'enter / /ns� _ l�81� Ceti*ter�ine . a : � CJ -77,74 Centerlrhe : 17M A SEE rkEET 2 I RIW ' NorE.. LETTER Ors PERM1.sSIOAJ 15Mg4e- ,5,5 Gff TF31NE0 1 ,i eCY J L &Aeve6W 7" P 0/ IVt --,e /197 T /ME GS- 6. 7 � 97 -4 C 770A/ ?=ZW CeAlST W Parcel 4 20'DR.4INAGE - 61fi9L.0 OE O6XT911I/E - ,O oy 3EPA/t<7T8 irus7-�c1.t�1E-.vr ,97 77ME OF CpN6T�/, (- VPICAL I 'OR .BO ?H S /OES,) c c/p 1786.50 110 /NC ET q 20',�k'AINgGf EL�CEMEFIT�"1�.� —E e Jnderground Service Aler Call: TOLL FREE ((((� 1 -800 422 -4133 TWO WORKING DAYS BEFORE YOU DIG V�b 6, 2 I d -18 0 05'05" R -450' L -141.04' 7.71.61' 2 A- 10/5'37" R =113' L- 32.07" T= 14.14' T d - 203173" R -36 ' L-4015' T- 130,29' RECOMMENDED FOR APPROVAL SEAL COUNTY The private engineer signing these plans is responsible for assuring the accuracy DATE and acceptability of the design hereon. In the event of discrepancies arising after DATE I BY IMARKI APPR. DATE CHECKED BY, county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE the county. DESIGNED BY DRAWN BY CHECKED BY S -21 -91 ® DATE TO -MAC ENGINEERING FOR TRANSPORTATION DEPT. (V. 0., CALIF RNI 41934 Main Street R.C.E. NO. EXP. TE APPROV BY DATE - ?- Temecula, CA 92390 (714)676 -5715 SCALE: HORIZ. I " =40' BENCHMARK 21914 9 - 30 - 93 DATE APRIL 1990 See Sheet I R.C.E. NO. EXP. DATE CONSTRUCT /ON NOTES Q1 CONSTRUCT 0.33' AGGREGATE BASE CL. 1r PER TYP ICAL SECTION. 20 CONSTRUCT 4 GRADED SHOULDER. 03 C 9MEET NAME S/GA(S PER 6Tt7. 6/6 ® COAISMUCT Z4" C. M. R 69• /Z 50 CONSTOUCT /8" CM.P 6,9. /Z ® Cj%15TRUCT OVEkS/DE DRAIN RC m STD, 166 COA.157 HEADWALL PER CALTQAAIS STO. DS°-� PARCEL MAP 24862 SHEET NO. COUNTY OF RIVERSIDE SCHEDULE 'H' 4 STREET IMPROVEMENT PLANS OF 4 SHTS. 6/0 CIRCLE FILE NO. From Sta. 10 +00.00 to Sta. 15 +54.41 FOR ROTELLINI W.O. 2448 8 � y 0 PO 40 80 /20 160 ® DATE TO -MAC ENGINEERING FOR TRANSPORTATION DEPT. (V. 0., CALIF RNI 41934 Main Street R.C.E. NO. EXP. TE APPROV BY DATE - ?- Temecula, CA 92390 (714)676 -5715 SCALE: HORIZ. I " =40' BENCHMARK 21914 9 - 30 - 93 DATE APRIL 1990 See Sheet I R.C.E. NO. EXP. DATE CONSTRUCT /ON NOTES Q1 CONSTRUCT 0.33' AGGREGATE BASE CL. 1r PER TYP ICAL SECTION. 20 CONSTRUCT 4 GRADED SHOULDER. 03 C 9MEET NAME S/GA(S PER 6Tt7. 6/6 ® COAISMUCT Z4" C. M. R 69• /Z 50 CONSTOUCT /8" CM.P 6,9. /Z ® Cj%15TRUCT OVEkS/DE DRAIN RC m STD, 166 COA.157 HEADWALL PER CALTQAAIS STO. DS°-� PARCEL MAP 24862 SHEET NO. COUNTY OF RIVERSIDE SCHEDULE 'H' 4 STREET IMPROVEMENT PLANS OF 4 SHTS. 6/0 CIRCLE FILE NO. From Sta. 10 +00.00 to Sta. 15 +54.41 FOR ROTELLINI W.O. 2448 8 � y 0 PO 40 80 /20 160 CONSTRUCT /ON NOTES Q1 CONSTRUCT 0.33' AGGREGATE BASE CL. 1r PER TYP ICAL SECTION. 20 CONSTRUCT 4 GRADED SHOULDER. 03 C 9MEET NAME S/GA(S PER 6Tt7. 6/6 ® COAISMUCT Z4" C. M. R 69• /Z 50 CONSTOUCT /8" CM.P 6,9. /Z ® Cj%15TRUCT OVEkS/DE DRAIN RC m STD, 166 COA.157 HEADWALL PER CALTQAAIS STO. DS°-� PARCEL MAP 24862 SHEET NO. COUNTY OF RIVERSIDE SCHEDULE 'H' 4 STREET IMPROVEMENT PLANS OF 4 SHTS. 6/0 CIRCLE FILE NO. From Sta. 10 +00.00 to Sta. 15 +54.41 FOR ROTELLINI W.O. 2448 8 � y 0 PO 40 80 /20 160