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956 WW 6/25/2013 Backbone Traffic Signing & Striping Plan McCall Blvd, Briggs Rd HOMS 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR„-CONTRACTOR TO APPLY TO THE, CITY OF MENWE ,C OF MENIFEE - 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 COMPLOME FOR z: HER AGiE LAKEITY "'� PHANIIIIIIIIIIVIIIIIIIIIIIIIIIIIIIII IV ALL CURRENT ENVIRONMENTAL REGULATIONS DURMG THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. PINACATB RD. 74 ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. Z BACK E E IMPROVEMENT P2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AIFiO 'RELOCATION COSTS W OF ALL EXISTING UTILITIES. THIS INCLUDES UNDERGR�IOMfG OF EXISTING OVERHEAD LINES ALONG THE PRMCT 3 MCLAUGBON STR E LAN HLIN RD. •� FRONTAGE AS REQUIRED BY THE CONDITIONS OF APPROVAL. PERWTTEE MUST INFORM CITY OF MENIEE OF CONSTRUCTION CTNO .,,. SCHEDULE WITHIN CITY LINTS BY CONTACTING CITY, PHONE (951) 672-6777 AND/OR COUNTY OF RN OF CONSTRUCTION 0 . SCHEDULE WITHIN COUNTY LIMITS BY CONTACTING COUNTY, PHONE (951) 955-6790 AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. I-- -p E 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. S I BUTTE ! , ' �\ 215 '� 4. ALL WORK SHALL CONFORM TO THE REQUIREMENT_S OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMP. MCCALL `~.4kf PARK W ,QO } � \\ ��� ' � STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO 461 A�lO SUBSEQUENT AMENDMENTS. U. Np E. `\ 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE z \ti `� MONUMENTS AS REQUIRED BY CITY OF MENIFEE. r`i`, 6. f�.L UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, L , BUT SIMPSON RD. // , 4*6 \ ,, ,,,,; `� NOT UNITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAMS. 4 LLa 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDNNlG TO COUNTY �, SITE r\ \`� ,! , STANDARD NO. 206 AND/OR NO. 207 AS DIRECTED IN THE FIELD. O w `:. 8. IT SHALL BE THE REPONSIBILTIY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONTRUCTION, O Z, UL \ , TRACT � ` REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE W fi i �`� E OF THE PROJECT BY THE CITY. ,n C7 .J � j � �. F� THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COIIIPLETNQI�i AND ACCEPTANCE ZI 4: C�, ,� :` �\ r ! A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW TO THE PERMTS SECTION OR INFECT101�! SECTION PRIOR TO QD ` OBTAINING AN ENCROACHMENT PERMIT. NEWPORT RD 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE TAKEN BY THE CITY AFTER RBI GRADING TO NO SCALE �� OF DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STA 4RD NO. 401 IF EXPANSIVE SMS ARE ENCOUNTERED. • \ y / COUNTY BY CONTACTING IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO NOTIFY THE ,� c / (951) 955 6790 OF ANY CHANGES TO THE STREET SECTION. TRACT 3 4 4 6 6- 3 \ f !1 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE SECTION 10 1M 24, TSS, W, 111 / \\ yam\ \ \\ / \= ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE .APPLIED AT A RATE OF 0.05 AND 0.03 GALLONS PER ¢ VK3M \, ��. �\ SQUARE YARD RESPECTIVELY. FOG SEAL AND PAINT BINDER SMALL CONFORM TO SECTION 37, 39, ANMO' 94 OF THE STATE STANDARD. i �\ ;f�, r �` I 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES ,� \ ,� �a } FOR DETAILS. KOELREUTERA PAIICULATA-STANDARD TRUNK (GOLDENRAIN TREE), MELIA AZED M-ST TRUNK E EAST MOC MIDDLE OF CURB �� �� 1 �/ --- TRACT 34466 -' (CHINABERRY), AND RHUS LANCEA-STANDARD TRUNK (AFRICAN SUMAC). N NORTH BVC BEGIN VERTICAL CURB f 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN WITHIN CITY LIMITS. S SOUTH EVC END VERTICAL CURB 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A M FOR ROAD W WEST MVC MIDDLE VERTICAL CURB / AC ASPHALT CONCRETE LF LINEAR FEET ` \! 4` ' I IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, I I.UDING BASE, ANO ASSY. ASSEMBLY MAX MAXIMUM i i MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL. STANDARDS FOR THE CURRENT ASSK�MED TRAM RX INDEX. BC BEGINNING OF CURVE MET METER � `� r� � �, � �� { � I � I , 14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS 41M LOCAL BV BUTTERFLY VALVE MH MANHOLE T RACT 344 -- RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF IN THESE AREAS, AND BO BLOW OFF NO NUMBER ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPING PLAINS. ALL LA�1I� C&G CURB AND GUTTER NTS NOT TO SCALE --k l ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY COMPREHENSIVE LANDSCAPING GI��S DATED BIRCH 2008. C/L CENTERLINE PCC POINT � COMPOUND CURVE �J -i I , 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT D DEPTH PRC POINT OF REVERSE CURVE PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTEND BY THE CITY OF M'ENIFEE OR DI DUCTILE IRON PROP PROPOSED � � � � COUNTY OF RIVERSIDE. DIR DIRECTION PUE PUBLIC UTILITY EASEMENT EA EACH RP REDUCED PRESSURE � l i 11a. CONSTRUCTION PROJECTS MUST OBTA0 A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (WOES) PERMIT. OWNERS/ EC END OF CURVE R/W RIGHT-OF-WAY ' D �? 4l1 1 DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (Nei) WITH THE STATE WATER RESOURCES CONTROL BOARD ESMT. EASEMENT SW SIDEWALK ' TRACT 3 V 1 (SWRCB), PREPARE A STORM WATER POLLUTION PREVENT04 PLAN (SWPPP) AND M TO iG PLAN FOR THE SITE. EX EXISTING TMH TOP OF MANHOLE >>. �' b. PRIOR TO CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE CITY OF MEIIFEE A COUNTY OF RIVERSIDE A COPY OF FH FIRE HYDRANT TYP TYPICAL �� `, �, \ _ THE N.O.I. WITH A VALID WDID NUMBER. GV GATE VALVE WB WET BARREL �,.� �� 17. T4E DEVELOPER SHALL BE RESPONSIBLE FOR"THE INSTALLATION OF A TIONArL SIGNS AMD M^WJMGS NOT r INV INVERT _ P01 PANT OF INTERSECTION � �. "�--�=- IAT LATERAL GB GRADE BREAK �' X INCLUDED IN THE SIGN AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT ,' �` iIll BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY AB AGGREGATE BASE TBD TO BE DETERMII�IED ��- %� I t_17 ON THE RODS UNDER THE JURISDICTION OF THE DEVELOPER. Ia DWY DRIVEWAY APPROACH FG FINISH .... _ _ -- 1 TR TANGENT RATE LDZ LANDSCAPE DEVELOPMENT ZONE TRACT 3 4 4 4 18. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, D TO, OR •� ;,: 1 \ r JUST IN THE PROJECT VICINITY) MUST BE REPAdRED AND/OR CLEARED TO MANGE THEM FUNCTIONAL AND ACCEPTABLE w a 3'l. ` \� \ - ; _ ; AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. ~a �.�' ) - 20. FOR ALL DRIVEWAY RECONSTRUCTION, PROOF OF DRIVEM►A►Y OWNER NOTIFICATION IS REQUIRED TO CONSTRUCTION. o - PUBLIC UTILITY EASEMENT - -- _ Z r o SIDEWALK LINE / - i 21. IT SHALL BE THE RESPONSOLITY OF THE DEVELOPER/OWNER OR THE CONTRACTOR TO APPLY TO THE RIVERSIDE COMITY w z `` ST. h I TRANSPORTATION COMMISSION (RCTC) FOR AN ENCROACHMENT PERMIT FOR ALL THE WORK PERFORMEND WITHIN THE BNSF m o �_ CENTERLINE , �( RIGHT-OF-WAY. > -- RIGHT-OF-WAY - I -�r-- -- _ z J o _\--_ __ TRACT 3 4 4 6 6 -- 5 WATER EASTERN MUNICIPAL WATER DISTRICT (951) 928-3777 m o PROPERTY LINE X. Q a , i ► SEWER EASTERN MUNICIPAL WATER DISTRICT (951) 928-3777 - o � c� � r- >-- ---- -- TRACT BOUNDARY �_ �� , , Y1111Ri `I'MMMDE TItW~N I- ELECTRIC SOUTHERN CALIFORNA EDISON COMPANY (951) 930-8591 & ppdw a �- a 3 PERIMETER SCREEN WALL PER SEPARATE PERMIT a -- — �- -- GAS SOUTHERN CALIFORNIA GAS COMPANY (951) 845-0709 U) < z w RETAINING WALL PER SEPARATE PERMIT - rT � � � 5 = Q fR,/-\ r NCO, 3' 6 0-' ( TELEPHONE YERIZON (951) 929-9492 w _ 6- STREET NAME SIGN GABLE T.V. MED'tA 310 647-3E)00 I 0 _w EXISTING POWER POLE I I USA UNDERGROUND SERVICE ALERT 1-800-227-26M Dean Wei Deft: Iw,� U z DRAINAGE FLOW ARROW i ---- -~ _ RAIL ROAD RCTC ON BEHALF OF (951) 787-7"f'41 z z � o GRAPHIC SCALE o o PROPOSED STREET IO T ! BURLINGTE71'1 NORTHERN SANTA FEC HH Cl= SHEETS z 0 (FOR BACKBONE STREET PLAN) 300 0 150 300 600 1200 s LIJU- DENOTES STREET PLAN THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN * 1 -TTLE 91T O p '� SHEET NUMBER tIN er ) CITY OF COUNTY OF APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT * 2 � , 05 > o -- 1h = 300 ft. ! MBE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE cr o o c� INDICATES LIMITS OF EXISTING �' r�r 1 i f CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL * 3TAIL Y' + a �-� �,, � STREET IMPROVEMENT REMOVAL r�s- * 4 Rr1G�RQ o w Q m s DAMAGES WHICH MIGHT BE OCCAS�IED BY HIS FAK.URE TO EXACTLY $rw 3%47A t TO SM.40"NM h(' f1 Y Q v z d ~ LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTNJTIES. THE * 5 FK)M is INDICATES DIRT ROAD B PRIOR TO MAIN LINE � TOSTA. CONTRACTOR SMALL P4�TMCR.E EXISTING UTILIT�S, CONSTRUCTION, TO VERIFY THE LOCATION. ANY DISCREPANCY BETWEEN * �oA POW SMIllift THE BEARINGS SHOWN HEREON ARE t3►RSE UPON THE CENTERt,lI'� OF S�PSON � >�► .� m INDICATES NEW PAVING (SECTION PER PLAN) sm spew ROAD AS SHOWN ON A MAP OF TRACT NO. 30705-1 , M.B. 377/4�4-53, BEING U rdxx ON ° No. 2 THE PLANS A� FIELD CONDITIONS SN-{t�l.l BE BROUGHT TO THE ATTENTION . N zz '� a — — Q z INDICATES 2:1 SLOPE NORTH 8544'02" WEST. OF MOS CONSULTING. j �AGE lam€OOr& S't'� .�to�',� v MDS CONSULTING MAKES NO REPRESENTATION CONCERNS THE ESTIMATED 8 M�WAM LAM DPW Ct OWNER / DEVELOPER: CyE9C 'T O t SHEETS 1 THRU 6 AND 14 PER COUNTY APPROVAL QUANTITIES ON THESE PLANS OTHER THAN ALL SUCH FIGURES ARE m yo sm COUNTY PLAN SET INCLUDES. 9 MWA E LAM C (iR-0 PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE afw TO S.A. PORTIONS OF LOTS 1034 THROUGH 1037, LOTS 1055, 1056, 1057, 1058, 1063 AND 1065 OF STREET PLANS THE CONTRACTOR'S RESPONSOLITY TO PREPARE HIS OWN QUANTITY 10 MmA m LAW O M aw-0 STANDARDROMOLA FARMS No. 10, LOTS 1059 THROUGH 1062, IIMCLUSIWE, LOTS 1074 A ID 1075, PARCELSSIGNING AND STRIPINNG PLANS ESTIMATE FOR CONSTRUCTION AND OR COST PURPOSED. THE ENGINEER Stw o TO sTA�vaooFLEE1, 2 AND 3 AND LETTERED LOT 'A' TN4 'H', IN'GLU E, OF PARCEL M 12013, MATEROS TRAFFIC SIGNAL PLANS SHALL NOT BE RESPONSIBLE FOR ANY DEVATIONS BETWEEN ESTIMATED 1h Mc CALL BC Avc - -227-26 Q ROAN? RUSSEL ROAD, ROAt?, McKINLEY ROAD, BOULEVARD, FORMERLY CHAMBERS WATER PLAN QUANTITIES AND THE ACTUAL QUANTITIES AT THE TIME � CONSTRUCTION. �'+� �51�•5fvo�oo � ;II; ,; PACIFIC HOMES 1a IftC� � AT LEAST � DAYS AVENUE AND PORTIONS OF SOUTH HALF OF SECTION 24,. TGWNSHI�P 5 SOUTH HALF OF SECTION THIS MS PROJECT IS BONDED WITH THE COUNTY FOR Wk moo ro srA.56KI o 4 255 E. RINCON STR '!', SUITE 200 24 TOWNSHIP 5 SOUTH, RANGE 3 WEST PER MAPS ON FLE IN THE OFFICE OF THE COUNTY 1� Mc COLL.Bc7f,J1�.EVAM () t e Y ° CORONA, CAU�I4 M79-13M COUNTY R W, �D TO BE INSPECTED BY PERMIT Dt1iIS1�1. sm To srik sotma RECORDER OF RIVERSIDE COUNTY, CAILtFORI4A. ut�a�auro ot: cw L► ATTN: BRAN JACOBSMN (951) M-5500 ® ! �•�,.•• NOTE: EVER HORSE Irmftw U Av& BENCHMARK: TP*4%CT NO. C" 1p. wow WORK CONTAINED WITHIN THESE PLANS ,, s'"•�0 RIVERSIDE COUNTY DESIGNATION M-13-63 t SHALL NOT COMMENCE UNTIL AN QRaFEssi '"'�CAM14 DESCRIBED AS FOLLOW: UTY � MENFEE 1 J ENCROACHMENT PERMIT AND/OR A GRADING S C M Y L T Z V.�s006251-Mt SHT._� / . l�l0ll8 Volts 6HtiET14n 5H>: T�o, ►e>✓pLaC� ' ( o�a2.� 13 4o a �. IN THE INTERSECTION OF LINDENBERGER RD. ,r� L � PERMIT HAS BEEN I WED. PKAK IV wl� wit T �p,,le ,! IF.I✓T3 THAN SMITH DATE �� ��P �Fti Fti roc �.�ss'.as" AND SIMPSON RD., A 1-INCH IRON PIPE AND THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE EL ��O / ��E 4�G✓r9V,91,0f-444, l 4'A90 • IFIAly_ �Q �2 , TERM CITY ENGINEER =' � � z PLANNERS ENGINEERS SURVEYORS R V E Y O R S TAG MARKED COUNTY SURVEYOR IN A CAP �'�T /�O PLAN FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE I No. Q52496 OF_,r.,�SHTS. 61 61* )AEI! APOIND N4j S SFfJ'3 ��11 S+H75.7-8 Rio�/ It I d Exp. 12-31-14 WELL MONUMENT. "Tt1•L . DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING BY: * PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 ELEVATION= 104.021 AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE 54L 71 OPY�l SAt7'3/ AA,7ADRA/5A 0� 601,,AV&'W-r5: - - ,s� ����� �� CITY' PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN MARK BY DATE ( I2Ar AP1:'R DATE ffLA /� C ,Gs"�.�"�� qTF $DALE: FOR: ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL REVISIONS OF CALIF DATE ��� H: AS SHOWN STANDARD PACIFIC HOMES FlLE BY THE CITY OF MENIFEE AND/OR COUNTY OF RIVERSIDE. ENGINEER C.O Aa-ly CITY DATE _ r. — srp — —sr wg ""1- �C STREET IMPROVEMENT PER TRACT NO. 30705-1 , P030130 STREET IMPROVEMENT PLANS 118 20 J J . SHEET 18 Of 36 C 21 `, J�J i A� 1s J STREET IMPROVE ENT PER i3 23 31 32 I ' - � TRACT NO. 3179 -1 IP050038 33 t ,_ �� 0 14 24 30 34 - . ;� STREET IMPROV§MEIN PLANS 57 58 59 60 } 61 62 ^� 13 Y5 19 33f _ `\ SHEET 21 OFyj f 66 � > 1112 16 28 87 37 52 11 53 .` 51 52 ��1 10 27 �88 .�r.- X 51 12 71 g 91\ 85 30 49 - ` 73 8 ' 7 93 89 84 40 a 54 70 48 89 87 74 7 133 1 ` 83 41 , 55 10 1 71 j '7 90 47 15 � f s 13i 42 56 73 ' 113 91 85 76 �' 4 5 1 1� 96 43 51 67 14 - i1 92 y 129 91 45 15 + 114 � 77 ,� � 3 135 146 � 128 98 � � 44 � � I �. 115 ??1 p 93 83 7s `0 11V � � 18 1u 1� 12U 1� � � �~� A!", 6 / 29 43 116 1 /� 137 'W } p r 31 42 1p9 95 82 79, 144 147.: .. � -_ .; s1 s3 78 ' 'f 138 143 1 .t 'vim 103 r-------- Y 41' 111� 11�8 g6 8'I �' ff 1 1 123 1Q4 61 118 i 140 142 162 i 122 129 105 �81 � 40 ?19 1p7 ` 9� � �'�� ' � 1s1 25 \ �fps 98 �., 2 ~�.. 141 1s0 15 12(i fps 82 ' 34 ' 35 t ; 62 \`x ' ' 1s3 ' 158 1 i0 1 ` , 24 , 121 ,r 4 � 1s4 1s7 137 122 1W S1 ; 165 / 1� ( 138 � 5 sp ,, ..�,� 156 � 11 109 123 167 35 155 11 110 z, 1 21-I I 1 1T9� 176 977 1 / 114 102 s J s3 59 58 �� 168 \�� 11 111 r 184 1 21 125 z 7 ,;' 57 \� 169 115 112183 .1 .� 170 113 8 6 56 `�. 111 2 - 183E 184 185 ii4 ` 182 18 f' 19 � i82 i75 � � 13 � � ,.� �, 55 � � i12 4 8 174 143 i31 1i6 11317, 4 11 19 18s 17 � f 79 17 17 ` 145 129 r 11 115 � 5 16 20 28 71 11 ! r� 112 11p 52 '� 176 178 15 21 29 '�� `� � 12 72 �� 69 E � 6 t 114 + 113 15 ii 197 148 / I 44 1t0 169 51 177 14 22 3 i � � 30 t 14 1 1 13 ' 7 s� � � � : f1p8 � 7 13 31 I 1s� 1 1 1 I I I 1 a z3 13 193 1 149 14 74 75 ?6 77 1. 104 1051 106 107 46 12 32 195 / _ _15 I 49 g 1 i5A � �---t 41 24 / - i87 i59 42 z 3, 33 � 7280 is6 152 ifi 82 S9 'r 1 I-1fl m 2 l i � I i85 ��- 17 � 8i '� 1 s0� ►u � 34 STREET IMPROVEMENT PEA ! L' ? 9 i , 14 153 . 1 83 80 79 18 1 1p3 1p1 41 s1 / 35 HERITAGE LAKE PHASE III, MS 4121 1 - 208 21 2i1 212 2131 21 215 `� 154 „ � 18 } �, "° 27 36 A� ' STREET IMPROVEMENT P S 2 cps 8 ` 1� ig 'i+ 94 86 87 88 89 90 91 92 93 52 37 / SHEET 15 OF 15 t~ ' on - -- >� 85 l,J y . f 7 ^J � °�n"62 55 �; 51 31 3s 63 50 38 ' S 14 31 2� 1 1 2 161 1�I la 13i� � � � . �� 35 � �� 57 49 g F s .,, : Y 3 ;e 64 , 33 2z 23 2s Za 27 z9 3p 31 2 `° 58 - rt- 48-low— pow To - -- -- ., ,.z 65 4 47 1 , a 8 9 42 o ( i < < _ s7 z 1 ` 37 T43 4 Q 47 j 46 45 4Y 41 40 39 38 36 35 '" _ _�. A 1 �`' S 6 11 68 a , , ,Z 3 4 - 12 rt ` Q ,,, -.► ---- -- --- -� 34 Cg 81 13 1 I— { ow_& C F8 — 54 65 t� a I --- 114 113 112 111 110 1 p9 108 Qp=201 G`F'3 as 410 C� --i s4 15 m ii �� 33 o i I + 116 115 1 _ _ ' - - _ -� 6i 62 s7 \ � 3 m o STREET IMPROVEMENT PER - + _-- M --� - , 31 52 ; , 1s ___ fl. 51 58 5,4 \ 68 , , c� `�' HERITAGE LAKE PHASE III, MS 4121 — --; ; ; ` ' 1 102 103 104 105 ; 1* 107 tt � „ _ 6 17 Z J o i 1 99 1pp - _�._—J___ L I 31 110 109 ivo z z STREET IMPROVEMENT PLANS 51 i ++ ( 57 ; 55 � ` m o SHEET 10&11 OF 15 �--� 1 � �- ' ( ' -- - - _ - i r y 1 ' 1p4 Q Q - - 11 113 112 111 30 - ac i I--- � � - � $q o --, Yk 49 72 Q a_ o /'�'^` 93 91 1 S �92 ►�- 1 ! I r101 102 f , - 93 103 / Z O t I 5$ 59 6f! ; gg ; 91 ,; — r� 1 / 21 — \ 74 �/ �' - —� _ -' i _ iI M 87 88 89y 18 " 4722 2 �4 ; t 94 15 '� F 3 ,_ �___�� , _ w - —- s3 62 !�' 81 ( 82 $3 _ 27 j; C 90 1 95 1 76 23 W cr 3 i t 61 --}- - --- --- ? 24 z z � o -( j t i -- - j d5 S,q 96 gg0 26 77 ; 70 c� © 76 i 74 73 71 E } 88 97 L Cr26 LLJ �- i { j - �` _; 77 �- -- 4 -- - 25 43 it 19 w m 5 i 78 t -- — 87 98 80 27 o pp i 79 i 69 70 24 42 28 a l sl E -- � (/? o 1 s ' ` '� ' ! 41 84 83 82 $1 29 ' r 1 -- ;,0 0 w cr = ' \ T ` �1 CPS40 30 - v_ z a I— 1 CAS� 139 32 31 / Y �f- %�/ 8 ; 9 10 i 11 j 12 1 13 � 14 j 15 � 16 17 � 18 19 20 21 31 35 34 33 � 1 U av STR EET IMPROVEMENT PER MS 4121 o STREET IMPROVEMENT PLANS -{ _ SHEET 9 OF 15 -- - ------- -� � g a ,_, y a 3 _. . - .02 OWNER / DEVELOPER: A_ .4n.. y y f 3.. 5 ' z. CITY COUNTY LIM{TS 8 Y t-' 4] y. .. .. .... ........ .a: .- ... _. .sue .. _. ,. / - ., GRAPHIC SCALE WIL VILE FREE STANDARIj SET 1:s I.P., 18" LONG, 200 0 100 200 400 Soo SET 1 I.P., 18' LONG, f �; PACIFIC HOMES TAGGED "LS 3640", FLUSH 1-+ -227-2 TAGGED "LS 3640", FLUSH - ;a }? AT LEAST IM MS 255 E. RINCON STREET, SU TE 200 (RIV. CO. STD. Er MOPl.) (R1V. CO. STD. "B" MON.) BEFUM YOU Mg CORONA, CAUFPO NIA 92879-133t? ���� M 1 inch = 200 ft. ATTN: BRIAN JACOBSON (951) W-5500 t atSHIN xErr OF SOU"MA GAUFOOM NOTE: SEAL 17M IIdW Ave. WORK CONTAINED WITHIN THESE PLANS OF e � '1 T ENQNEER M O R S E �no BENCHMARK: j� 't ( Q'� 4 RIVERSIDE COUNTY DESIGNATION M-13-63 SHALL NOT COMMENCE UNTIL AN 1 ESS/ kvk^C/►M14 DESCRIBED AS FOLLOW: CATTY O 2 ENCROACHMENT PERMIT AND/OR A GRADING o O J. S C N U L T Z Y.1m 7M� SHT 131-ml IN THE INTERSECTION OF LINDENBERGER RD. • PERMIT HAS BEEN ISSUED. � o�� ys�, 01"W" AND SIMPSON RD., A 1-INCH IRON PIPE AND SST �Q �, P F ti I"9*06 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE ��� FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE s � � !•L A PI H E R S ENGINEERS SURVEYORS TAG MARKED COUNTY SURVEYOR IN A CAP DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING / �s � ca p 2 31 „� LI i7 a Exp. 12_ 1_14 WELL MONUMENT. T OF SHTS. AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE DATE �9 �'1 V I! \P* PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 ELEVATION- 1444.021 CITY PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN MARK BY DATE APPR DATE �F F SCAL E: FOR: STANDARD PACIFIC HOMESNO- ENGINEER ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL. REVISIONS OF CpL1 , FILE BY THE CITY OF MENIFEE AND/OR COUNTY OF RIVERSIDE. CITY DATE 1 H: AS SHOWN A 72542\IMPLANS\Tr.34406-1\sip\34406-1-sip02.dwq 4/08/13 s; ST. CL, TR.BNDRY., CITY-COUNTY LIMITS PRBJMAM Ft-VAL. """� 2 C RUC NOTES AND CAJANTTTES CITY OF MENIFEE COUNTY OF RIVERSIDE ULT.E'LY 118'/135' 140'j140' R jW MENIFEE VALLEY RANCH, PHASE 4 nwBA C" COU Y MTAL WT 59' 76' 64' 76' 59'/59' 76'/64' 21' 38' S5' 43' S5' 38' 38' 55' 43' DA MAY 21 , 2006 1 CONSTRUCT TYPE A-6 (6-CF) CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. DWG. NO. 200. n7250 - 7250 LF 21 2 8' 30' EXIST. R/W 8' 6' 7' CONSTRUCT TYPE A-8 (T CF) CURS AND GUTTER PER COUNTY OF RIVERSIDE STD. DWG. NO. 201. $� 2,4�1 10,�1 LF , PROPOSED M'ROVEI NTS VARIES-4'MMI. NOTE: REPRESENTATIVE R VALUES HAVE BEEN 3 CONSTRUCT TYPE "Cr (8"CF} CURB ONLY PER COUNTY OF RIVERSIDE STD. DWG. NO. 204. ! o 237 � ,193 LF b. 12'&18' 8' MIN. j SELECTED FOR THE SECTIONS HEREON. SEE SOILS 4 CONSTRUCT WEDGE CURS (6"CF} PER DETAIL HEREON. �=��° 410 410 LF WHERE FUTURE IMPROVEMENTS REPORT BY GEOSOILS' INC. MATED MAY 21, 2008 Q CONSTRUCT 0.53' AC PAVEMENT WITH SEAL COAT OVER 1.71' AB (CLASS 2) (Mc CALL BLVD.) 12684 - 12684 TONS AC/EMULS. FOR SITE SPECIFIC VALUES. ALL VALUES AND ASSOC. (319,082 SF) 20209 20209 CY AB EXISTING DIRT ROADI SECTK)NS ARE SUWECT TO FINAL TESTM. 4 6" AC URB 2 DAY CUT CONSTRUCT 0.40' AC PAVEMENT WITH SEAL COAT OVER 1.33' AB (CLASS 2) (BRIGGS RD.) 3709 1730 5439 TONS AC/EMULS. 2:1 MAX. 1.5' 8' 12' 12' 12' 1 __ __- �- -`$'-- __,. 2 �' _ (123,643 SF CITY 57,644 SF COUNTY) 6091 2840 8931 CY 3 SON-CtdT 1 III�I. 2" 2.0% 6 AC PAVE - - - ___�C�i 14 EX TIIMG PAVEMENT 7 CONSTRUCT 0.33' 1 PAVEMENT WITH SEAL COAT � 1.13' AB (CLASS 2) (HERITAGE LACE DR.) 514�8 - 5148 TONS AC jEMUIS. 15�MAX. I EXISTING MICl.10R (207,970 SF) 8704 8704 CY AB -' ----_- IST�iG NAT. PAVEMENT DIRECTED 8 CONSTRUCT CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE STD. DWG. NO. 40'0 AND 401. 25101 - 25101 SF _ --- - -- �G - i -------- �o c DA JT FILL GRADE 9 CONSTRUCT MEANDERING CONCRETE SIDEWALK PER CITY OF MENIFEE STD. DWG. NO. 404. 89306 - 89306 SF �'S � 8" CF CURB & GUTTER 2 • � 9 0��6 JOINT UTILCIY TRENCH GRADE L 9`96�6' FS' ®>>�' STREET ROUGH GRADE LINE !�"`- 0 CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE STD. DWG. NO. 209 AND 209A. 11322 - 11322 SF 9 .c• B. 1` (ADJUST TO AVOID CMI.ICTS) PER ROUGH GRADING PLANS 1 CONSTRUCT CURB � GUTTER TRANSITION � 8"CF TO 6"CF (REFER TO STD. DWG. N0. 200 AND 201). 811 - 811 LF 47 - IKW4.3 CONSTRUCT CURB RAMP CASE "A" PER COUNTY OF I ERSIDE STD. DWG. NO. 3. 27 - 27 EA a=-.44 - CONSTRUCT DRIVEWAY ROACH PER CITY 01= MF-N1 tEp- 5p DWC.11a. 2A5 - 113 - 113 SF ST. CL, TR.BNDRY., CITY-COUNTY LIMITS 7SCALE 4 CONSTRUCT BUS TURNOUT PER COUNTY OF RIVERSIDE STD. DWG. NO. 814. 3060 - 3O6fl SF -. WILY CITY OF MENIFEE COUNTY OF RIVERSIDE UL.T.E'LY 5 CONSTRUCT DRAY APPROACH PER COUNTY OF RIVERSIDE STD. DMA;. NO. 207 W=PER PLAN). 2 I'Zo x 32 162 � SF r PERIM. WALL P/L RAW 118' 135' 140' 140' R/W SAWCUT AND REMOVE EXISTING PAVEMENT IMPROVEMENTS. 5954 - 5954 SF PER FENCE & VAR, 59' 76' 64' 76' 59' 59' 76' `64' SAWCUT AND JOIN EXIST. PAVEMENT PER COLD PLANE AND SAWCUT DETAIL HEREON. 256 12 268 LF WALL PLANS L.D.Z. 21' 3$' 55' 43' 55' 3S' S5' 43' 21' UTILITY TRENCH PER COUNTY G> F1` E STD. N0. 817. - - - LF PAD ELEV. VAR. 8' VAR. 30' EXIST. R jW 8' 6' 7' � INSTALL STREET NA SIGN PER COUNTY OF RIVERSIDE STD. DWG. NO. 816. 14 - ,{-Y�14 EA 2'MNI1. MCI. 3'M PROPOSED IMPROVEMENTS YAKS-4 0 CONSTRUCT 519G41,E Twzs �!✓AM 13A2t-lER tQA1UWCi Ie TUPR CAI' PW GAL---rPA45 6170 A76A*A78G. 512 - - 5l2 LF RET. WALL 1 12�-26' I 1 STRUCT CURB RAMP CASE "B" PER COUNTY OF RIVERSIDE STD. DWG. 403. 2 - 2 EA PER R.G. PLANS ' 18 -18 FUTURE R4� AOVE EXI5TIq(5;t RAIL, At IV T(p5 0.5 0.5 1 LS WHERE SHOWN RET. WALL-4' MAX. ,_ � . PER R.G. PLANS 29 EXISTING DIRT ROAD ONSTRUCT 3" TRICK AC SIDEWALK AND RIPS 847 - 847 SF WHERE SHOWN DAYLIGHT CUT PAD ELEi/. 4:1 MAX. 0 8" CF CURB & GUTTER 1 2:1 MAX. 4 �ICAAT AW RBM�EP&T16Ct Cui�pNp c srw:r, 2I 1v - 21 x- LF -_ _ 2:1 MAX. f 2.0�; 1.5' 8' 12' 12' 12'� 1 ___ �- _ --g0._ -__-� .�-- �•__. " SF IdEANflERIN ' - 2" - _ _ - INSTALL 4 THICK DECOMPOSED GRATE PATH. 29368 - 29368 SF OS qLK_ 15%MAX. 2.0� 6 AC PAYE _ �I - SAWCUT REMOVE EXIST. CROSS GUTTER & SPANDREL AND CUR RETURN. 1420 - 1420 SF x T CONSTRUCT 0. ' AC PAVEMENT WITH SEAL COAT OVER 0.83' A18 (CLASS 2) (LOCAL,COLLECTOR STREETS) 230 - 230 TONS AC/EMULS. ®' I ���� �� n�HT IGI'iT Fl 9 261 SF 285 285 CY AB T CF CURB & GUTTE 2 GRADE LIME i�3 •��' W- STAL,L. Tn �TGEI ,►c TtµC� lat7 - 15� A � JOINT UTU Y TRENCH PER ROUGH GRADING PLANS J�Al'o ff ®?8 STREET ROUGH MADE LANE - 6 0 6' CONSTR1r3£T 6"CF AC fKE PER COUNTY Of RIVERSIDE STD. DWG. NO. 212 121 121 LF (ADJUST TO AVOID COlNFl1CTS) 9395 6g 1 CONSTRUCT f AC WEDGE CURB TO 8"CURB & GUTTER TRANSITION - 30 30 LF CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. DWG. NO. 213 (W=PER PLAN). 2933 - 2933 SF 9 O MEANI3EI�lNG WALK AT (W-E) R-�2 TJ.-8�0 30®?26�8�2- '� '`"- �.----.�-.-.� STA.34+82.90 TO STA.41+02.62 (��) 9 WxTH p p ;L S'LY,W LY NOT TO SCALE T1C EXPANSION JOINT NINTH fEl . PERU. WALL moTE R/W VAR. 6' 3' N'LY 'LY �' CONCRETE s SAM ON TOP OF MASTIC '. PER FENCE & • R,r TICK STAIMPED C WALL PL A14SINDICATES STREET IMPROVEMENTS PER R w MN. 105 .OMr1 SRO" CHRCINIX A N RE PAD ELEV. VAR R ' HERITAGE LAKE PHASE Ili - MS 4121 / l ( I 45 ST. Gl. 60 AC 12' FNN SH W/ C(?I.OR Wes(. D. 100' 117' 1 32, 47 ST. CL 53 NNE S NI► 24" vC RET. WALL PER 32' 32' 21' T 6' 4' 28' 28' 8' S' 6' 1 d FEUT WITH DUCT TAPE 7 7- ,. fWff RE S9HOWNG: 1O' S' 6' 6' g 1 d i 10'(W-E) 12' W-E 12'�S-N W-E 10'(W-E) 21 PAD E . , . . .. \' , Pik ELEV. 15' Iar�arTs PER wIE[NTDIGE LAKE PHASE STREET IM�ROIFEMIEMT PLANS - 14121 rWALK ._ .. 12 12 8 2 8' S-N 14' S-N 12' 14' 8' S-N PAD ELEV. .. . .: _711 � 2 �� g' 12, 12, , Olc YEt all9 �? I, BOTH DUSTING GCE PER. �>'`"'- z � � AC PA NT - �?OJ�` 01 AC PAVEMENT(2)O7 T 8� PAN? c MMENFEE VALLEY tNAarGH � � 6" THICK AR r FS. c ELEV. I1 SIDEWALK PLM � _:�- CUI�iT�bkCT4R TO YE 24 ---- Q8 SIDEWALK I , THICKNESS WITH --�- 6" CF CUB S€ t�I'TER z Am i I I I DG PATH t> �w •.. ,._ __�.-�°F 6" CF CURB & GUTTER o JOINT UTILITY TRENCH `-rJ 1 Er F CURB & GUTTER L 6" CF CURB & GUTTER 10 /\`� �w p N, Y O , ADJUST TO AVOID -� R=12 TI-7 0 �COIINT UTILITY TRENCH U R A ) z ( 1 ' RI► 8r P L Li CONFLICTS) D,IUST TO AVOID CONFLICTS) 152 <t cr> L.rIC 2' L.D.Z. 77 ST. CL 75' L.D.Z. NOT TO SCALE PAD ELEV. 22' 48' 7' 7' 48' 20' 2' � !- STA. 35+25.00 TO STA. 58+00.00 �W-E�Ix z t l , ' 14' 14' 14' 12' 12' 10$ 3' 6' Y S 1' PAD ELEV. m o STA. 46+02.70 TO STA. 65+41.92 S-N PE�i. WALL �� 1'MI N. g,5 MIN. . 1'MMN. Z w R� Y WALL FENCE PLANS S& �' Y D.Z.. 2 - WALK A SENT 1 � �� � PA � NT ��h WALK � z m 105' `�.01L ,�G VEIL c3 ,`C, 20 o 45' ST. CL i Q 5 60 VAR. ti� 9 ► I EPAD LEV. a 17' 56' ' 0'-6ct' PAD ELEV. I I n Q t 7' 6' 4' 28' 28' 8' 5' 6' 13 PAD ELEV. DWG PAT I I Q 8" CF CURB 8" CF CURB Q I ► 9 w _ - 1 Q T CF CURB & GUTTER rJ L 8" CF CURB & GUTTER Q 8' 14' 12'� 14' 8' , AD JQII'!T UTILITY TRENCH--J SURFACE PER LANDSCAPE DINT UTILITY TRENCH w V (ADJUST TO AVOID CONFLICTS) ARCHITECTS PLAN ADJUST TO AVM CONFLICTS) i..d c S , GRADE PER. R-l2 T1-�10►.0 Q ---�`� 11 ,� " z �' sIaE1II lc I '--- ``� `�' ELEV.RET. WO M IMQT TO 9ClIlE w o AVEMENT •spot 1� STA. 34+43.58 TO STA. 35+84.76 z cmw ' n� _ PER R.G. STA. 41+84.88 TO STA. 50+56.85 W1 SFON ° 2t STA + A +1 c� - N o � 57 68.17 TO STA. 58 2.32 SIDEWALK I� 8 PA - R Li _ ------- --- ----- ---- DG PATH L 1 165' o w 2, L.D.Z. 77' ST; CL 88' L.D.Z. :. Q _ 6" CF CURB & GUTTER F1:'12 T.L 7 Q Er CF CURB & GUTTER PAD ELEV. 22' 43' RAISED 4' ' 76 24 2, 0 ' 17' 12' 4' 11' 11' 12' 12' 12' 18, 3' 6' V S 1' PAD ELEV. ,c 1M"� DF LME ) Q 0 o a NOTE: w TO sw ` 1'11 . M AIND. MIN. C 8' MIN. 17M. z v w o APPROVAL BY COUNTY TRANSPORTATION IS FOR A��f' 24" D WITH r � WALK 'tt' '� PAY£�NT rC AfEp�'° 4 PAVEMENT ��, WALK � d THE COUNTY ROAD RIGHT-OF-WAY ONLY. 2 ,o I 2.f c Q 2 3% R Q AGr' 2.0% •. 9 I PAD ELEV. �� r I PAD ELEV. @ DG PAT I I Q I�' CF CURB 8" CF CURB Q I I 9 04 Q2 8" CF CURB & GUTTER �rJ SURFACE PER LANDSCAPE 8" CF CURB & GUTTER �2 i; TOLL FREE � .ANT UTILITY TRENCH--J ARCHITECTS PLAN �MUST T UTILITY TRENCH 1- 0-227-2600 (ADJUST TO AVOID CONFLICTS) TO A CONFLICTS) r R�� T.I.�ro f3IItII, AT LEAST TWO DAYS =0 A& AC D G E ORSTYMAL 6 1 NOT TO SCE OF � NOT TO SCALE It STA. 64+05.32 TO STA. 65+42.70 NOTE: s " SEAL- 17MReA lAve. BENCHt�K: _ '� ENs�ER Tf�ICT N0. �146 CITY LP. t�A-0'12 WORK CONTAINED WITHIN THESE PLANS CITY m SE 8 ' G T�T �� M O R SE y,"m RIVERSIDE COUNTY DESIGNATION M-13-63 SHALL NOT COMMENCE UNTIL AN IRO ESS/pp, b CA"1614 DESCRIBED AS FOLLOW: 3 ENCROACHMENT PERMIT AND/OR A GRADING �o ,�. '�� S`"d L z r'�0"�'•� IN THE INTERSECTION OF LINDENBERGER RD. CUY OFMema SHT. - PERMIT HAS BEEN ISSUED. � � =�� AND SIMPSON RD., A 1-INCH IRON PIPE AND STFI ET hVWV�+lT FILM INY: TAG MARKED COUNTY SURVEYOR IN A CAP THE PRIVATE ENGINEER SIGNING THESE PLA1r4S IS RESPONSIBLE ��• I Io Ia IZ��l. C095r KIDIV,6 QQANTIN Fs6TiMAT� -I144115 �, ►�. 052496 m PLANNERS E w 61 N E E R S S Y R�E Y O R S �� � � � OF SHTS. FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE I� / l rn WELL MONUMENT. DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING EL S!8 (¢ �'rW, R ,6MOV6 6rAMM Cq{ .,Q55T,REV C1%6T.Al t �1 � r /�+���. ��-5 �►�l�•. or- Exp. 12-31-14 �s 1 TYPCAL S I * PREPARED UND R THE SUPERVISION OF: RCE No. 52496 ELEVATION= 1444.02 AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE ! 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(CLASS 2). 1 L 28 '37'w 55 1 �12) 1 � 1 �� _'*� CONSTRUCT MEANDERING CONCRETE SIDEWALK PER CITY OF MENIFEE STD. DWG. NO. 404. ­ \__,___l"' r'n L5 NOO*28 '37'W ______l' �lv . . 1.1 200 . 00 .1 @ CONSTRUCT CURB RAMP CASE "A7 PER COUNTY OF RIVERSIDE STD. DWG. 403. 7, jj! ! L .11 - ,i DIAL TOLL IKE L7 N8'E 405 , 69 ' 0 CONSTRUCT BUS TURNOUT PER COUNTY OF RIVERSIDE STD. DWG. NO. 814. , ( - 111 . I 1-TAT"RP'W-227-2600 15 . 00 " CURVE TABLE A� INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. DWG. NO. 8161, ,'''.1 11/ --- ---%- . . Jj­ R 26 . 38 ' A R L T I ,& ---9___ �o �D��______L_�__D__ _T ___l___N_______l____l 0 20 40 80 160 __ Ar LEAST 7W WS - ____ - � I 0 ____- . C046MU -rymllv (erc,r) CuRep 0AI-Y Fliuz couwry or Rivo;Z64m ,,-'Xv PW wo. 20+. BEFW YOU = L10 N 718 . 47 ' cl 50 , 00 ' . 24 , 75 ' 12 . 63' 115 10 01, �b+l' t.co, W.57' 6.co,- - 61111111111111111i _�� - "1 '_ww 405 . 20 ' 35 . 00 ' 54 , 98 " 35 . OL' cli� bq,oe�jl 14::,Il E).cc, 7. te 5.cd 1"=40' GRAPHIC SCALE �, SEVOM AUMT OF SWRIM CAUFOOM _ _ __ - _,__� -,--\ _____l --- N-­ '__ --------- I __ I - - . 4 1 SEk- I . r - NOTE: mm aftam Now lvrw%%J_mm_ wormamAR 173W be"A%V6 BENCHMARK: TFLACT NO. =y Lp 00-02 I " . C" OF I El'FEE EM I f"Sm TWMT EWACER 11 .1 NORSIE SW*3n RIVERSIDE COUNTY DESIGNATION M-13-63 r*,rry ()F L ''I, Ir h CA M14 DESCRIBED AS FOLLOW: lh SHALL NOT COMMENCE UNTIL AN - ll;�IRI(,S'Ess/ SCHULTZ vellm9of-oll-am %A I I ht SHT. 5 4. ENCROACHMENT PERMIT AND/OR A GRADING . . I I . �Q 1�j i IN THE INTERSECTION OF LINDENBERGER RD. PERMIT HAS BEEN ISSUED. 41Q�_ , � <1_% FAX-940-014*16 ,. I %& 1--; __� AND SIMPSON RD., A 1-INCH' IRON PIPE AND BAOU10M STFAMT PLM AM PFK)FLE .. - I THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE I- , ey­ (/) 0 1- = PLANNERS ENGINEERS S TAG MARKED COUNTY SURVEYOR IN A CAP L 0 1 - ROAD OF-ASHTS.. , G No. 2496 m 1_ ---�'-- . 'L. � - _= -4 W ___ - - - - V'IN --I - -I- �� . I ___ , ___ . ----- -- I ---_.__`____ I I I lil I- '-'- I I " ,I- I - �- - - ,--- __ - - _ I I I ­ __ - I i �;�_l - I I- i- i I �Ift 4AIM%ft 11! 4 � 31pliz- lollwas . I. .A.= A t [ I -,----- 4! 1 1 lb l'! - - d i -4 __ __ A-77 -11......W_ e - ­ -.L-.-.1--:" - I - -- I � - -o__--- - - .- tj 9 I ____I � � 1 7 - � - , - ; - ,., , I-- ____ I# I FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE - - - 44�Z I I I .gas Ac-"I - -- I t Exp. 12-31-14 "7 ' I I WELL MONUMENT. STA. 4090WX TO STA. 57+W.00 I DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING It ....00 � F/ ll� 'k�Z. * PREPARED Ub"R THE SUPERVISION OF: RCE No. 52496 ELEVATION= 1444.021 . I I AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, 7/7//4*L ,$ P/ p 12� Lg./,q'/L/ " I I THE PlWfILZ 0FRA16iff 41E 641,9A7A0 A107laS clvl�_ CrTy ' .. PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERIMNING AN � DATE zl�_ 4 FOR: I ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVX DATE APPRI I?Alr,- APPR DATE OF cm-\ SCALE: STANDARD PACIFIC HOPfES FILE NO%4 0 - BY THE CITY OF MENIFEE AND/OR COUNTY OF RIVERSIDE. ENGINEER REVISIONS . clouw,ry .... CITY - -­ - - L__?_� �� __ DATE &11h.> - - H: AS SHOWN . .1 zx w w 1:\72542\IMPLANS\Tr.34406-1\sip\34406-1-sipO5.dwq 4/08/13 mgmEMEMEMS M NONE MEMMEMEMEMEMEM ME WMENHAU mmak-Ijoi so No 0 MUMMEMEMEMSE _ , . '� Emmilms _.r �o .` id is .. idol ■■■■■■ ■ ■ ■ ..� _a ?:: . ME ME NEE NONE 0 cm -1 1w NNE 1" 0 .1 1, MWEEN INE r ' ! wr = ► on ONE M 0r �� Zis�•.1i� a w! 'asp - .-'� gr pm ME a Mum ff - ae� -�..�. 1 �. .• . �.�• •�_ a.J :er7. : t/ � 1.. s ;.�. .... a.....� -ti �MiM. 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' 'a � _ ;/!Y���!!`f�' s. t l lPr®°w�a�i► f�' :." ��n�•� i �_ R 1 a / 50kae f �' b • • 3 r €: _rs Sa•f'ta t • • •'• •• . , } 9 w/• ••• • • • 'ar -� -�' --. .. � / � s�`►s. a.- a �.�j: - s air• . �' .r � • • • sTT• _ __ -- �- ,�- ...... •r.,.,._ •� .....,w....._w... # ', ",y �'z if` �'.�. s;////�� - __ ..-r .1 1. i[�tr -•r %:.s a e. a t ns+.:t • ----' -_, '• • ..,,r / � - .� s cast' �' .ate• .,.`a.�-: � • six ARM r • • • •• •• - • • • s• ' • •, • •• a' • • • •• • • • R • • •• S LEI• • • ar +i • • • • • • •• • r • • 'rl RI 1 e • • • • ♦ ! • _ • dh 1 � • • ® • 1 ' l l 1 1 1 1 • : 1 1 • • i • : . � i • i • r i i +, • r . . . ,. i ° - - i i I i / i i • r M : 1 i 1 11 1 • • © ,... • • r.. � ' i • • -i i ♦ • � � . .� � • .. . • r • � r r r r r � • • ® • ' : 1 • . 1 1 1 1 ri • : • • ' r iii i • � i. . w i a � �" • w 1. i: ; ��# i • i ' s ■ • i i i r r r i • ! m 1 ' : : 1 R : 1 • : �" d�C:� �• -_4 .- _ F •. i, _ ,,s - i _ i • • r r i ! , i • i i .,� ! • ,� i' ,. • • i ' ' i` i i ' r r i • ! • i ! ' ' ♦ i • ■ . i ' ! • i : • • ' a �! •• ��� !I'� t� !_ r . � r . . . . •.. • i • • • i i " • N1 , . i 1 � i i , i • i- r I i i • 9 � e A '.9 - ! d • --; ,, -, •, .■ � i,.. r r r ;. �.• • •i ,.; • s � _i r s � i � � • • PORT.150' VC PI STA = 66+00 TC PI ELEIN1482.g6 U 5, J J mm 1•- � U C; o � cC G � F' rn � O t+G �j Z O� I•U-W F-� !- W F a�Op ao cp �p�p ~ ^ N `f � p^p � � +� L2 PROPOSED WESTERLY c, �, �, + �d- ^ + + •-•- �r PORT. 550' VC TOP OF CURB �, ~ $ r\+ ^ JOIN IXGRADE L=54.98' m L=54.98' PI STA = 62+00 �, � $ , ^ -41 w TC PI ELEV = 1474.16 '- + `� �- ^ 2• �TR=O.C. ° O.C. v ti r� - cn `- ,/ PORT. 550' VC °\4` °� '� `` ` e� °� L` c� d- v7 0 d- PROPOSED WESTERLY z 1480 v U �O c3 ^o °p + � W) d- `� ^ m TOP OF CURB PI STA = 62+00 v ' ? v f ^'• °° $ �U- '' o +� a' .a- + �+- 'o ^ c� 200' VC o N & _ + ^� � �� LT CURB TC PI ELEV = 1474.16 c, �o N "� + + ,� N `� U PI STA = 65+75 PI ELE�=1482.62 Q S2 • Z U v W No "� 'n.. co N allo. cNo ' +^ cc co^ cp `� � 25 rn o�'• Fv- tea,m 100 VC O F- �f- et co �- + N co W o W c5 E �- oo '� '�' ^ ^ v- �+- �* v .�- co �- er + �,. � ? $ 5? V � >n o> P1 STA = 51+50 ti ~ o o o N + ^ ^ ^ co ^ c rc co �'- v U ' o co ' + .NR, Cm- P1 ELEV = [14 79.91 , 14 ?'5 + �o CNN +� �p _ � � $ O $ N + ^ } ^ + O CO ^ ^ ^ t0�•- •- +`+? `d'Cp eh ^�I\ ��W� d � c.) Q LT CURB I + ^ z + N + r. TTZ=1.27x N ♦ pp ^ + .-o, to 3812 P4o o © � Q j '�-�.� � W .^d. � ��- ^ ,� PROPOSED FINIS CY) + -- ^ -- ^ tp°��ap LO� Z co ♦+O+ � b o `O O 00 cp '+'�F + �t �ri o f 0.53� TR=0.86X `n ^ co o n o ao .i ^ m ^ ^ �; SURFACE ® CL ,� ^ "� �, �^^ NC"o + ± d c N cp 0p$ ♦ e1F FL X-GUTTER � Ce r"'. Ce �* 550 1� ,�' o '�' ♦ "' �O61 X Go m N^ PI STA = 62+00 + �- �+ PI ELEV = 1474.37 `' E2 "'• =2.20% -- N $ o N ^ RD + co ^ -� . - �--EXISTING GRADE 0 C 1480 pp � o ^co r. ^ + ^ 2 TOP OF FLY & W LY - _� OUNTE FINISH OF EXISTING DIRT ROAD Es✓ O � N +co eF + ^ t tt� o PROPOSED FlNiSH ►�, $ N �, N N ^ 6 � MEDIAN CURB / z -� 1� ^ o z o ^ P� FINISH SURFACE ® CL CL SURFACE 0 CL �" 1 o •N p o +^ + Oo SURFACE ® CL DIRT ROAD FINISH GRADE �" o o o + N ` -+ rri cNo�* - EX. GROUND ® � - co N oo + o0 fi �' �`-' o �� -� + ^ •- o o -- 'n L=5 JOfll SMOOTH EXIST. �` 12 co v> o o ^ CxD 1475 N $ N + o ^ �c It �co '^� ;� cc ^ ; 900 + CURB FACE TRANS. Cq CL I � � $ ^ ^ - - - - - - �, �`' PROPOSED TOP 8" �N �aC. BAND 0.53% - 1�. PORTION 550' VC c.� $ o o w CURB AND GUTTER =-0.50% - - -- - J AC WEDGE CURB TO cn PI STA = 62+00 � $ co + + DIRT ROAD FINISH GRADE CURB AND GUTTER c.� 1- + 00 cc - JOIN SMOOTH EXIST. W PI ELEV = 1474.37 ,_ �,- 06 M •� 2,20°"� U ei- � ) cp I� ^ � PROPOSED TOP s" TRANSITION $ o'- + h m __. LAMIR EX. GROUND 0 W o U c-� ,n o 0 o N ^ + 1� rn -a- U o c� h'U 1480 M st co F-. F- F- 10' PROPOSED TOP 6� AC °p U 'v- o+ ►- �-` o + c^c + 1^ + cc ^ "' c� V cp cMo U N '� •i n 1- U t= I� UTTER TO m WEDGE CURB a c, lv- `- v, ►; "' ^ cc .,- + ^ ,._ '- � z EXISTING GRADE �,�, + � N ^ � �- + � Ua AC DIKE Q ICURB i' fv-. v ^ U ►"- IC_2 �, o + -rS ,��' +� No :'_' ^ "' `a � �' + °� `o 0 g v v , ' Iv- '�°' ,;,"'d. $ �, $ N ± to O I A � �N Oo $ r\ � �r + � co ^ ^ ^ i*o aoo N r j "� o + o .�^� o c^+c co ^ PORT.100' VC " b N14 �5 � omom; + � � ^ + P <Z) ,� �PI STA = 65+75 o o+ + ^ "' �' o ^ PROPOSED TOP 8" TC PI ELEV=1482.08 Wpm p � �'AC DIKE + I� .56% o.s1x CURB AND GUTTER L=40.�8' 44 DESIGN SPEED = 55 MPH O.C. PROFILE SCALES A HORIZON. 1"=40' VERT. 1"=4' 57+50 58 59 60 61 62 63 64 � � �65 � � 66 � It �7 68 PLAN SCALE SEE Tr.34406-6 0 Q cn o z o v o o Z 1"=40' Zt STREET IMP. PLANS L- N w a-q L5 ``' � c� � 0')0- TR. BNDRY o w STREET ZZ' a_ TR. BNDRY. Z"' ~o� o 00 _ ��� ���0. CD N Z COURSE DATA _ _. - -- cv co I I r\r\ + i- m rn w cv o Q �� \� O 00 0 W w so m m°' �+ w + m o"'o ���`� ��,V C-D y LINE BEARING DISTANCE �� o o + o m �v + o + z L1 N00°28 ' 37'E 352 , 43 ' PROP. RETAINING WALL N m 0 4 PR P. RETAINING ALL Q � o Q Q) P �P (0 w (D 11' / h� L2 N 0 0 °28 ' 3 ' 7 E 192 . 22 I + o ER ROUGH GRADING PLA + w 1 20 1 20 15 �, PER OUCH GRADIN PLAN rn lr_ w (TYPICAL) N. i + �' (TYPICAL) N �`' G� 0� 00' `�� QP �"��,`OPo �� L3 N 0 0° 34 ' 13 0 E 221 , 69 ' TR. BNDRY. 9 TR BNDRY. PROP. R/ 5��� `�� ���� �/ `� �� L 4 N 0 0 °3 4 ' 13 "E 3 8 2 , 0 5 ' V PROP. R/ PROP. R/ � G ��� j -a�jyF�' <) L5 NO2 °44 '280E 24 . 65 ' t ) - 1 � � 1 - T - `� �'i L6 N00°28 '370E 132 . 25 ' WN - ---_ - C'� _ �, G G' ���1 5 �� L7 N 0 0° 34 ' 13"E 368 . 68 ' c� , Q W 0 61 stj�0.53� g L 16 ° �G ,��, �h ^� �, '�� �`' gg16 L 8 N 0 0°2 8 ' 3 7"E 15 7 . 9 9 ' `� F 1 �, 1 �, 1 �, `L 1 PROP. F.H. L7 6 1 / w >>]6, �`9'Z ST.C, TR.BNDRY., 2 �1 • �c� �. ^� �1 rC� L6 g 1 ' G _ L �� '� 2 �� ' 1 -- Q ' 6 00 ,� �� F D� D� 10 1�6 2 I 9 1 0 ,� ST.� L9 N01 ° 50 ' 26'E 430 . 07 ' CITY-COUNTY LIMITS ,��1 I N �°c 1°` 6 8O �o �, �� 6 0O �Q g6 o W 0 I 58+00 ��> 59+00 L1 60+00 �� + °` 62+00 I I �c '9� 3 L12 e�� C, 1 '`' p 1�$fl' CITY-COUNTY LIMITS L 1 0 N 0 0 °34 ' 13 "E 95 , 0 0 ' Cfj1 �c�' CITYbF MENIFEE L2 6 +00 64+00 L3 cv I F�� 0 L 1 1 N53 °33 '42 "W 1 08 . 44 ' z I �1ti'�G 2 �� `9 T fk1 �, 4 oo C, ^� `ti �`�61 + COU TY 0 RIVERSIDE c� _ / 6+00 �P�, 46 67+,0 �g1 CI OF MENIFEE 68+00 0 `�`' *' 7:1 TAPER L15 �,�' c� 0 81% L8 4 �'�°1 �1� 0 2 45: 1 TAPER 11h0 0� L4> > �,�g'� G L14 Q. GOU OF RIVERSIDE L 12 N 0 0°34 ' 130E 47 . 6 0 ' m o 1 L13 L13 N00°34 ' 130E 40 , 38 ' O J PROP. F.H. L9 �Q,��� Vic, 2 �o� �09 � N ��161 �� RADE�T IR' MOOSH 482p U = J p =o = _ _ - > �, o ���, 6 �, 2 1 ,���1 E�CIS . DIRT/ kOAD L14 N00°34 ' 13 "E 119 . 49 ' m O o 3 n --- -- -- -- -- - L10 ° „ o v� < T >- ' I 3 EXIST. R/W �� �- L 15 N 0 0 22 21 W 134 , 45 F1 ° „ �t EXIST L 16 N 0 0 28 37 E 267 . 8 0 J a 0 � Q PROP. 8' MIN. PER R.A. 259, / Gj�, / F ° m - 0- 10 � ) ROAD SHOULDER & M.M. 62 �11 �'- �* 0 cn L11 a z wo (/� �� ��' 000 "p3 �GF �Q D`b0'i �`�\ PROTECTAIN_ IRON CA)TE L17 N53 35 29 W 12 , 34 "� Z < 1 58+84.44 <PT. ULTIMATE CURB & GUTTER o EXISTING POWER POLE �� / O���o h��� s C �� PLAN [ift- _ N ULTIMATE R/W PROTECT-IN-PLACE o �� v,CD END CURB AND GUTTER, BEGIN cri o' N z / -z c-, w w AC WEDGE CURB, END TRANS. -of (IYP.) ow / O��v�v`l' z � o ST. CL, TR.BNDRY., CITY-COUNTY LIMITS CD o Q CITY OF MENIFEE COUNTY OF RIVERSIDE m m>- J '�� �' , ¢ CURVE TABLE z U R W 'r ULT.R W 0 m -i z 0 m m � it 118' w c� =z I- � � U 0 m ~ Q � z Ow m 59' 59' of m Q c� CD U 0 m o '�' o z 0- o' z o 0 c� c�c� R L T 21' 38' 30' EXIST.R W �Q ri z o o z j w o o o ~ w � _0 w o rO p = Uw cn ,� 0, wo o 0� Q- CD U z o 0o z U c„ o ° �� \ U N PROPOSED IMPROVEMENTS FUTURE IMPROVEMENTS c'i CD BRIGGS ROAD Q- U °' �U °' Q �' `� C 1 9 0 0 0 0 0 35 . 00 54 , 98 35 , 00 o U U 4' VAR. 6' VAR. ©AC PAVEMENT 29 4' m z CD N r- cn `� N Z � w `n ¢ N c� - v Uo ® . '.6 00 00 cn z o ® _ � � � CO � C2 180 ° 00 ' 00 " 5 , 00 ' 15 , 71 ' cifC3 66 45 28 35 , 00 40 . 78 23 . 06 w oo of I- o o m r- w r7 � � zCn ° 0 ' > w BENCH EXIST.DIRT ROAD BENCH o U - + _ w o 0 CD of CD �� o o M r- m o Q Ld - o+ �n O w m = CF CURB & GUTTER o cfl II m N w N I- + _w cv i- 0 o LO r� cn 2:1 MAX. 2.0% O 2% 2:1 MAX '`� -w o oo a> > N Sri Qv z Q F- - 2 2.0% _ c_�_- z + _ m �n z o w U U Q r� D Of cfl I � r� c rn U + c~ m + Y - --_ _ _____ N Q CONSTRUCTION NOTES I z� II N + m + + o cD w Q - __ -d m I I N C0 w CO w U C0 v m `n `n Z cep X o C° z _ EXISTING HAT. DAYLIGHT FILL O8" CIF CURB & GUTTER DAYLIGHT FILL o+ o 1 H- o w w �- cfl w U o m GRADE JOINT UTILITY TRENCH EXISTING HAT./// 15 z mo (ADJUST TO AVOID CONFLICTS) PROPOSED ROAD AT RCTC R/W (PUBLIC) GRADE C° wc� 20 CONSTRUCT TYPE A-8 (8"CF) CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. DWG. NO. 201 . a QQ R/W NTS 30 CONSTRUCT TYPE "D" (8"CF) CURB PER COUNTY OF RIVERSIDE STD. DWG. NO. 204 O5 CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. DWG. NO. 207 (W=PER PLAN) F,o I 5" THICK A.C. BAND ® CONSTRUCT AC WEDGE CURB (6"CF) PER DETAIL ON SHEET 3 � INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. DWG. NO. 816. 6 lgyF 5' 12" JA © CONSTRUCT 0.40' A.C. PAVEMENT WITH SEAL COAT OVER 1 .33' A.B. (CLASS 2). ® CONSTRUCT 61t46C Tfd12lF_ 5EAM5A►2r_169,RAI-IaG w/MTUP-M CAP PF_c, CA1-TR 5 OT.A78A A78G1, 5 tijgX COMPACTED NATIVE FILL�� F�' gO CONSTRUCT MEANDERING CONCRETE SIDEWALK PER CITE' OF MENIFEE STD. DWG. NO. 404. ® REMOVE EXISTING RAIL AND TIES -- . ,_ EXIST. NATURAL GRADE , DIAL TOLL FREE _ _ ,� - ® CONSTRUCT 0.33' A.C. PAVEMENT WITH SEAL COAT OVER 0.83' A.B. (CLASS 2). ----�•�•-•-•w-�. OO CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE STD. DWG. N0. 209 AND 209A. - 1 -800-227-2600 JOIN SMOOTH TO O1 CONSTRUCT CURB AND GUTTER TRANSITION FROM 8"CF TO 6"CF (REFER TO STD. DWG. NO. 200 AND 201 ). CONSTRUCT 6"AC WEDGE CURB TO 8"CURB & GUTTER TRANSITION 0 20 40 80 160 AT LEAST TWO DAYS GRADED DIRT ROAD BEFORE YOU DIG PROP. PAVEMENT TO DIRT ROAD TRANSITION SECTION DETAIL CONSTRUCT CURB RAMP CASE "A" PER COUNTY OF RIVERSIDE STD. DWG. 403. 1"=40' GRAPHIC SCALE UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA NTS 03 CONSTRUCT DRIVEWAY APPROACH PER CITY OF MENIFEE STD. DWG. NO. 205. NOTE: SEAL-WORK CONTAINED WITHIN THESE PLANS CITY OF MENIFEE ENGINEERING DEPARTMENT ENGINEER 1732oRedl,illAve. BENCHMARK: TRACT NO. 34406 CITY I.P. 09-012 SHALL NOT COMMENCE UNTIL AN . M O R S E Irvine, suite ,C RIVERSIDE COUNTY DESIGNATION M-13-63 ��FESS/� Irvine,94 -21- DESCRIBED AS FOLLOW: CITY OF MENIFEE 6A ENCROACHMENT PERMIT AND/OR A GRADING Q Nq scHu�rz Voice:949-251-8821 PERMIT HAS BEEN ISSUED. / �``� �° J. < <F i FAX:949-251-0516 IN THE INTERSECTION OF LINDENBERGER RD. SHT. RECOMMENDED �Y: �o�P _ AND SIMPSON RD., A 1 -INCH IRON PIPE AND BACKBONE STREET PLAN AND PROFILE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE G No. 052496 m PLANNERS ENGINEERS SURVEYORS TAG MARKED COUNTY SURVEYOR N A CAP BRIGGS ROAD OF 14 SHTS. FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WELL MONUMENT. DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING r - 5 I V Exp. 12-31-14 PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 STA. 5a+50.00 TO STA. 65+35.94 AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE EL 1 10 18 1eWLAICE-i�tWT Fbt25F EFTS RFV.ATRP CKOM M 8 5 r * �ivi� �* ELEVATION= 1444.021 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN DATE ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL MARK BY DATE REVISIONS APAZ DATE PR DATE 9�FOF CAL�F SCALE: FOR STANDARD PACIFIC HOMES II E NO. BY THE CITY OF MENIFEE AND/OR COUNTY OF RIVERSIDE. 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I k. �r) I CONSTRUCTKA NOTES � _+_ � I 1 , 1 � " ,..v 21- I I I � 11 ,-) ,wil I � � � � I ,I O� : I ! I . 0 CONSTRUCT TYPE A-6 (6*CF) CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. DWG. NO. 200. "­3 . _+_ (1) CONSTRUCT 0.33' A.C. PAVEMENT WITH SEAL COAT OVER 1.13' A.B. (CLASS 2). 30, 9 r, I", 40TE: CATCH BASIN AND LOCAL DEPRESSION /12-31\ CONSTRUCT CONCRETE SIDEWALK FIER COUNTY OF RIVERSIDE STD. DWG. NO. 400 AND 401 . rho I CONSTRUCTION PER STORM ~ PLANS. UO (b I rO*'\ CONSTRUCT MEANDERING CONCRETE SIDEWALK PER CITY OF MENIFEE STD. DWG. NO. 404. 1 COURSE DATA \Iaj _ _ @ CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY Of RIVERSIDE STD. M. NO. 209 AND 209A. um EWAY DETAL I Ljw wxm DISTANIX - @ CONSTRUCT CURB RAMP CASE W PER COUNTY OF RI'VERSIDE STD. DWG. NO. 403. 1 � . I;w 1 v=20' - 468 , 87 / CUW, E TA&E - L 1 , i L2 � A R L T - ([) SAWCUT AND JOIN EXIST. PAVEMENT PER COLD PLANE AND SAWCUT DETAIL ON SHEET 3. L3 N0'E 410 , 531 cl . 63 , 73 ' 31 , 87 / 9 INSTALL STREET WOE SIGN PER COUNTY OF RIVERSIDE STD. DWG. NO. 816. 1 mmmmm� , DIAL TOLL FREE L4 106 , 70 ' C2 64 . 62 ' 32 . 31 / 6b CONSTRUCT BARRICAIDE PER COUNTY OF RIVEnDE STD. DWG. NO. 810 ,.; % ____N I; - 1--v -e _� -. A 4p, .__ -X I I L5 107 . 04 ' C3 62 . 84 ' 31 . 42 ' I dMillEir "'N,J I r'%-L- W.W F ..d I vwvv v "W Nd W I 11%A R_�,F 1_00TE�m­@40,__4 1 1­ \__- -1 I 11 M 1-800-227-2600 %_��.-� %__-%_-%__.o_ %-A-- �i I ,,��, - _^_" ' �, ij�ll;j OO'E 0 __ . � :��� . ,1 !i� L6 , - 1 1 35 . 00 ' 54 , 9*8 ' . 35 . 00 '-- \-----0'INSTALL 4� THICK DECOMPOSED GT%�IE PA"T'''A"' '''''' ""' '::; :''' ''''' 0 20 40 - 80 160 AT LEAST M DAYS L7 N8 63 . 00 / C5 900 18 137# 35 , 00 ' 55 , 17 / 35 , 1911 M%m -_ - I YOU = - ___ @ CONSTRUCT 0.33' A.C. PAVEMENT WITH SEAL. COAT OVER 0.83' A.B. (CLASS 2). L8 63 . 31 ' � 35 , 54 . 79 ** 34 . 8111 1"=40' GRAPHIC SCALE I ­010-110-We SBVWM ALOW OF SQUINM 01JUM kh- � 0 CONSTRUCT I DRIVEWAY APPROACH PER COUNTY OF RIVERStDE STD. DWG. NO. 213 (W=PER PLM) I __ - 4 1 - - &I 1, NOTE: I -- - ,� - SIA- - - IFUM mw�Am. BENCHMARK: TPACT NO. 344M WY LP 09-012 �I CrTY OF WIV400%ImmnEmo ENG148BIM 0WARTMENT ENMEE 1 R I I I MORSE $we wo RIVERSIDE COUNTY DESIGNATfON M-13-63 __ ,, 11 �� , , . ....Ill ,,I ES / h CA 9A" DESCRIBED AS FOLLOW: � a M=b SHALL NOT COMMENCE UNTIL AN I . I ulY OF gvmma ME 7 ENCROACHMENT PERMIT AND/OR A GRADING � � ll�� 11 J. - SCHULTZ Vaim 9W4514M IN THE INTERSECTION OF LINDENBERGER RD. SHT.- PERMIT HAS BEEN ISSUED. 1 06- � <C', I FAX-"1601-OMM A AND SIMPSON RD., A 1-INCH"IRON PIPE AND BACKBOW 37FIET PLM AM PROFLE - m.Ammbmw%mm% M%f Ell) -:r_ - TAG MARKED COUNTY SURVEYOR IN A CAP ,_ - ---- I I MEMNE LAKE OFM WIQ OF_ASHTS. , , , .__.l � � � � - - �_: � I _1 I-_� 11 I.., ­ , I l: I I - 1 . - � __ __ - I - - - I I � I­ _w __- [ _____ I - I - f i --- All", I � i, ____ I- i �; . I g- : , � � --- - I i __ � . i -9 I F �l __Ar"T"ml d f J- I- - , - j 'I . , I I - I I-) I I-__ 7 a_-- to 11 I ` - I I *. _­ - - I - --- - - - - - __ - - - - -------i- I , - ; - i I I . THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE I - . llc-_D ft. 052*96 A: 11 PLANNERS I"a I"a a R S SURVEYOR$ I - WELL MONUMENT. FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE - ­ _f_AA-_ __ .. I . ,- -,/A Exp. 12-31-14 --o D PERVISION OF: RCE No. 52496 ELEVATION= 1444.021 STA. 409OZ70 TO STA. 5a90Q00 I DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARIS#NG 1RfA40VW -Zi5fAVAE�N16AIT * - CITY I AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE J51- 91914 ,57AAfPASP Cpv0eZ-_ - I :b;-. jowl DATE clvl�_ ' FOR: I PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERNIMING AN MARK BY DATE AIPPR__b;�ff - -�2-F,1-0�"//--!:;,-/gog;1-4:-14---7 OF CAL i SCALE: STANDARD PACIFIC HOMES FILE NO9 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL REVISIONS 4��_-,.L - DATE 6411!s � H: AS S H_0_WN S&OUJI41 BY THE CITY OF MENIFEE AND/OR COUNTY OF RIVERSIDE. ENGINEER CITY ...L. .1.1 . m--m I—- I - - - - __ ___ ___ - Emol wwmm,mwffi� , 1:\72542\IMPLANS\Tr.34406-1\sip\34406-1-siPO7.dwq 7708/13 i 1 44 1 1 . - I I I ___­­­-­-_____- - _____________-, =_ - - _ ___---77�___�­­--7.---___�___,.F___ -__ � .- .1_­__­_.__­__ - ,-- __ - __ _ - - --l---,�- __:, - � _. � 1. .1-TI. ­I � I __ - -­_11-1111 I .1 I - �1. I ­...­ - - - - - __ ­_�_--1.I__� .. 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R I I I - _k C.) / -11-L- .- - ---­-_-_--­J t I -_­1 �' : ' 20 40 C*4 1 i 77P h I7 T__-___- -- -__� __ - __ __ ___ " Ln I __ I m C-_ rap 1 3 __-� ­--,- ill 11 ________ IF, I I I P;��, R�� 4�- C�g - I I q � V. A _____ _]I \PROP. RIV� a, 35' -#*. .- 114113 -11 )��: � --------------- -------- ------ ..... 11 C4 1 9 art i � . - . � I I 3 t 4-: 2 I 1 __� f �21 I a q 4 . w') rrl) r---i In, Q= L ;i:� I I __: cpp �8 V- ! I . I �r__, I., ,z, 2 Ice- .� W� 0 + 2 � I f 4-�3 Cc -+- 2 -1�', 100 I . I 6- _+_ I I "') Q= C, I C) i f . 'w", :g I ,"_ TRA T NO. 34406-5 P � I.. rl.> TR. BNDRY 56 �c Ql) r�4 Y ; 1 ::� cy; cc - ; ) TR. BNDRY. I �? I ; . T'+ �c V: jL � � I _ ; i . ii - 040 TRACIr NO. 34406-1 1 11 1w4_ ii .. V ,&Q I ; - ' (�i . C:) I Q_� a� 19 �L..1 I t � 1 1 ! ' 1* 1 if r-, 11 I L . tc,-Jl :t !te AWAU - 9 mpft�.0mm6m ,= 1 TR. NO. 3,"06-6 - SrAMFr '=' :!: L-Amnlr%ror (40 zm . R s1w SIAWT12 CN W,�) IMIC I AGE LAKE L"V Km_ .. SEE Af. PLMS Tr.J_34"--6 SHT.3 - i� - COMTRUCTKA NOTES- . ,r, i ::LI I :=) CUM TABLE �6 1 9% ' CONSTRUCT TYPE A-6 (IrCF) CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. DWG. NO. 200. CN 2 i�, uj Q,) -+_ A R L T I rn � --_j /,:;\ (a Zv 4 c 1 55 , 70 ' Q) CONSTRUCT 0.33' A.C. PAVEMENT WITH SEAL COAT OVER 1 .13' A.B. (CLASS 2). �c_ - rcl\ CONSTRUCT CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE STD. DWG. NO. 400 AND 401. - !i? C2 ' '� 112 , 93 ' 56 . 48 " NOTE: CATCH BASIN AND LOCAL DEPRESSION �2) 1 .Qmv C3 109 . 82 , 54 . 92 ' ro" CONSTRUCT MEANDERING CONCRETE SQEWALK PER CITY OF MENIFEE STD. DWG- NO. 404. ;� C'* w CONSTRUCT" PER STORM DRAIN PLANS. �ej �c" - �, I IV, c,4 C4 35 . 00 ' 54 . 09 ' 34 , � _ ' @ CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE STD. DWG. NO. 209 AND 209A. 1.� 2 , __ 11 -Z -Z -+_ C5 35 , 001 55 , 93 ' 35 , 97 ' V, (0 CONSTRUCT CURB AND GUTTER TRANSITION FROM ErCF TO ErCF (REFER TO STD. DWG. NO. 200 AND 201). . C.0 :2 %0 / I 11 C6 00 , 00 , 75 . % COURSE DATA g CONSTRUCT CURB RAMP CASE "9 PER COUNTY OF RIVERSIDE STD. DWG. NO. 403. � I C7 1 4 149 . 72 ' 74 . 89 ' UNE DEOM 011STA"m - 0 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. DWG. No. 816. C8 1 4021 , 00, 153 , 97 / 77 , 02 ' L1 79 , 84 " li��., C9 21 . 61 " 10 , 81 , L2 i69 , 05 / @ CONSTRUCT 13ARRICADE PER COUNTY OF RIVERSIDE STD. DWG. NO. 810 - __ 1" .. - ��, , !L, 110IIIIIIIIIIIIII ammummm.- I �!i�;�; .9 It C CONSTRUCT CURB RAMP CASE "Er PER COUNTY OF RIVERSIDE STD. DWG. NO. 403. 4 i.-I DAL TOLL ME 123 . 43 ' 61 . 83 ' L3 N05* 11 I 00 E ill . 37 ' 1 11 , - I .--I%,- e___���-_��e----1\ ( !I 80 A A-;k - - . . Q Qjp' QZAAAQQ"_,ZU:4&��S=�� - jq, a- in,�7 '11, 1, 1 _000UNUD-227-2600 4 106 . 02 ' 53 , 08 ' L4 20 . 51 ' c_/-_Xt3v_­sW- --- - -, -- --.--.--.- ,, --ii., ­�T% W.�V­Mr-r,L �� ' ll sli,I� 54 , 82 ' 27 , 42 ' . L5 570 , 66 , *'��K�DEC`OW�OSED�G"ARX�*TE�PATH���� 111ii I 1�ij ____%_____�1 � "".1 AT LEAST 7W DM IC121 3*34 ,*40' . 0 MT&L 4 0 20 40 80 160 BEFOW YOU IIX C13 89*38 /�# 35 . 00 ' L6 � N904'50 " GO'E 529 . Er6 " - @ CONSTRUCT 0.33' A.C. PAVEMENT WITM SEAL COAT OVER 0.83' A.B. (CLASS 2). Oma___ 1- - mmm1I!I!1 n __ 381NM AL9W OF SWOM CAUFUNWA t- 35 , 00 1 .1 52 . 1 3 " ..�.____ 32 , 26 ' 62 . 88 ' - @ CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. DWG. NO. 213 (W=PER PLAN) 1"=40' GRAPHIC SCALE I � � - � I - - I I I - SEAL- 0 m I NOTE: . � r%r-�ARTkIEW ENGINEER 17M 1180111 Ave. BENCHMARK: � MACT 140. 34406 C" LP W 012 1 C" OF I EM099musum 8 Lmc;r I MORSE swb no RIVERSIDE COUNTY DESIGNATION M-13-63 I if kviw^CA M14 -- Lg Es / DESCRIBED AS FOLLOW: ENCROACHMENT PERMIT AND/OR A GRADING _<�R I J. I'll SCHULTZ Voism 9M�014WI IN THE INTERSECTION OF LINDENBERGER RD. C" OF M801M SHT.__8 4;��� . I I PERMIT HAS BEEN ISSUED. . . jh w <1_1 FAX-9006=14616 AND SIMPSON RD., A 1-INCH [RON PIPE AND SiIIIIIICKDOW STFIET PLM AM PROFIX - I ____ BY: cn IT- I - '--- __ ` 14- I - " i� F I �u -4- --- 1 1 -__ . I � � i - A- �t _. . i i - __ I i 1_4 ... . I A I - I � � _____,.. .___ I . ­­­ --- __ I I ­ ­ E 1.- _ 11: 0 1 � . I - .1 11. _11- I...11 4 y I to ; I ------ ---- __ _1 I—, - _ - - __ I F __1' if ___1 z _ _ - 7 1 - � I 1 __7 MMAW L#M DFM (3-10 . THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE a . 052496 �� ANNERS ENGINEERS SURVEYOR s TAG MARKED COUNTY SURVEYOR IN A CAP OF�ASHTS 0 rn - - FOR ASSURIING THE ACCURACY AND ACCEPTABILITY OF THE . I I Exp. 12-31-14 m WELL MONUMENT. STA. WOM.00 TO STA. 05*4%W $ DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING - k -a_/3 - PREPARED UNDER THE SUPER)ASION OF: RCE No. 52496 ELEVATION= 1444.021 1 AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE 'El- 918*14 Az6molleD 67AAO%Z�' Cal(W67B?%VAEA4A5Vr VIE- 1010 . _. � . civil- ,11 - CITY � PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN MARK, By DATE APPIR I DATE' I A Y/1-0 )&.0__6!5 DATE SCALE: FOR: FILE N ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL I REVISIONS OF CAO STANDARD PACIFIC HOMES 5 BY THE CITY OF MENIFEE AND/OR COUNTY OF RIVERSIDE. ENGINEER - -a I CRY A - - A __ 4��­ffl - DATE 4�24 %11> I H: AS SHOWN dq!s(*-(mm/ 1:\72542\IMPLANS\Tr.34406-1\sip\34406-1-sipO8.dw(, 4/08/13 aw MOWN _cao-------------771----------- _77'Not- -4102EMWL w_911builmkk 7' 4- 1 fT Il __T Awl AL_T I t -Aft A04 A t -4 raw i 774" low t IE_p t_�V t ww-m-m"! 4"mmu- --------- WA�I t I t ----------Ir 4 7 ----------_T PFIOFI.E SCALES J-' 01 _j----------- HOR11-UN. 1 =4 VE RT. 1 =4' 3 AA PLAN SCALE 33 34 35 36 37 38 41 42 43 1 40 8 R.C.P., SEE IW RMS Tr 34406 SHT 3 EXISTING 36' R.C.P. PER SIAMET C�l TRACT NO. 30705-1 Ck!g Q TRA C T I.P. 030130 TO BE REMOVED 6 Fr,- Ola-TA I Lrb Its E-4 1 2 3 AT L-EF4--T A 0 4 5 C1111 jr 179&1, LAJ STREET IMPROVEMENT PER cx 42' 380 TRACT NO. 30705-1 st CN A_C4 STREET IMPROVEMENT P 1 9 20' 20' 5' PROP. VIN I -------------- ----------- CD w 0.5x L2 L3 0.92- X \__09 9 A\.5x WRY 40,ST 3TAL owy,. 4,3+ 45+00 38 40t00 A q,_L 441nn oc� 00 00 C I 0 37�00 R 36t00 L4) Go 5x 0.= 0.921 0 L3 C�0 L5 0 IR 7:T 117 PROP. R� PROP. Rl�C14(30 + — Qc + 8f 38' + ac ,_� - I Q= M 72 73 74 75 76 77 78 79 ov 81 1 51 20' 186 185 184 183 182 181 f 187 , 8 MM4-7v scs PAD 6f ITRA C T )VO. 34406-3 TRACT NO. 34406A-3 S MEE r 7'0 SEE W. RMS Tr.34406-3 SHT.10 f- -7!j-z PROPOSED 49' R.C.P. PER CONSTRUCTKA NOTES- TRACT NO. 34406 I.P. 09-012 24 4661L WITH 20' WIDE S.D. EASEMENT CONSTRUCT TYPE A-6 (6rCF) CUR13 AND GUTTER PER COUNTY OF RIVERSIDE STD. DWG. NO. 200. I*- CONSTRUCT 0.33' A.C. PAVEMENT WITH SEAL COAT OVER 1.13' A.B. (CLASS 2) (HERITAGE LAKE DRIVE) AGE LAKE DIRVE CONSTRUCT CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE STD. DWG. NO. 400 AND 401. AZrA 1111AICi WALL 95T V./A,/L- 9 CONSTRUCT MEANDERING CONCRETE SIDEWALK PER CITY OF MENIFEE STD. DWG. NO. 404. J5 � t�l P42Z 64PARA775 SEZ77061 11,11511 AAID COLOA 7-0 IWATCH 6XI-577AICT ac-,6 10AD 10 CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE STD. DWG. NO. 209 AND 209A. 6XIS-r ww CONSTRUCT CURB RAMP CASE "A7 PER COUNTY OF RIVERSIDE STD. DWG. NO. 403. COURSE DATA 1476, 7v/q - CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. DWG. NO. 207 (W=PER PLAN). CURVE TA&E 14 74,,05 r-5 LK BEORM DWANIX % /,f 7F 6 7,= SAWCUT AND JOIN EXIST. PAVEMENT PER COLD PLANE AND SAWCUT DETAIL ON SHEET 3. L 1 483 . 64 / R L T 1477.4- DIAL TOLL FW I - A-& INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. DWG. NO. 816.47&.07t-6 147,6_5 rl-- %43 1-,Qm,,-227-2,"1.w1 L2 ci 76 , 18 , AB i2 evIF.E.5EzT%5 8 CONSTRUCT BARRICADE PER COUNTY OF RIVERSIDE STD. DWG. NO. 81 0 L3 N 524' 05 ' 12'W 331 . 38 78 , 621 AT LEAST M DAYS co1v6rR41crR6_rA111111vc1 INSTALL 4!' THICK DECOMPOSED GRANITE PATH 0 20 40 80 160 1 L4 N 52* 05 ' 12'W C3 9057 ' 07r 147 . 12 73 . 75 ' REM 0 WALL W04L R4q ciry 61- atrLmm YOU DIG L5 63 . 00 ' - �_ 35 , 00 ' 54 . 98 / 35 . 00 ' J9ETA11_ CONSTRUCT 0.33' A.C. PAVEMENT WITH SEAL COAT OVER 0.83' A.B. (CLASS 2) (INTERIOR,COLLECTOR STREETS) __mmmm!!!`! 00 UNDONVOW SMOM AUMT OF 30MM CMAMOM CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. DWG. NO. 213 (W=. PER PLAN). 1" =40' GRAPHIC SCALE NOTE: SEAL- I IM Roftill Ave. BENCHMARK: TRACT NO. 344M MY Lp W02 WORK CONTAINED WITHIN THESE PLANS OF a Now C=9 MEN ME 03A V Qv%i I DEPARTJO§3�ff EN6WER mo It SE S%ft 3n C" ESS/ It v CA 9014 RIVERSIDE COUNTY DESIGNATION M-13-63 DESCRIBED AS FOLLOW: b Whi I AND/OR A GRADING <) SCHULTZ Volm 949-=14WI uly m RVIII16A 111111111 LmAmm SHT. 9 J. IN THE INTERSECTION OF LINDENBERGER RD. -PERMIT HAS BEEN ISSUED. O- FAX.$W=14016 AND SIMPSON RD., A 1-INCH IRON PIPE AND BACKBOW STREET FILM AM FFK)FLE T14E PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 052496 PLANNERS ENGINEERS SURVEYORS TAG MARKED COUNTY SURVEYOR IN A CAP HEWAM LAM CIFNE (W-E) OFI�SHTS. rn FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE Dip. 12-31-14 �6 - WELL MONUMENT. STA. 35+2&W TO STAL DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING PREPARED CE No. 52496 ELEVATK)N= 1444.021 AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE '51, -611(01t7 VlAt4_.�,06TAILS 7-2!r-t7 Civil- - PRIVATE E14GINEER SHALL BE RESPONSIBLE FOR DETERMINING AN KI BY I DATE ;iPPR I DATE DATE 4W FOR: CITY q5( ACCEPTABLE SOLUT10N AND REVISING THE PLANS FOR APPROVAL REVISIONS cm- SC&E: STANDARD PACIFIC HOMES FILE NO uv BY THE CITY OF WENIFEE AND/OR COUNTY OF RIVERSIDE. 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(CLASS 2) (HERITAGE LAKE DRIVE) &4 ou TRA L I N SIDEWALK PER COUNTY OF RIVERSIDE STD. DWG. NO. 400 AND 4,01 . �lv 33 1 . * I . 11 "'--' CONSTRUCT MEANDERING CONCRETE SIDEWALK PER CITY OF MENIFEE STD. DING. NO. 404. - .1.11 1­1­% 48+67.63 hl/ , z, I -'� 11 �T \e� * * ' P �:11 I __�.__­­ NOTE: CATCH BASIN AND LOCAL DEPRESSION t ( owy. V1=15'A , t L (D CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE STD. Dwc. NO. 209 AND 209A. �11 I � � I I _/ I ­11----I CONSTRUCTI'ON PER STOft DMN PLANS. cow. & NSTAL I I I - . @ CONSTRUCT CURB RAMP CASE "A7 PER COUNTY OF RIVERSIDE STD. DWG. NO. 403. 7,11r" � � I MV TWARM I , - I �� � . i� A--'& I � MW STD. 40.3, , Iv . .1 L I ,� --,. 32 1 t . � I I � Q3 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. DWG. NO. 816. � 11� . 11 , COURSE DATA CURVE TABLE 'i- VR L , L . I I ,7. ,// KAM WANM A R L T @ CONSTRUCT WRCQE PER COUNTY OF RIVERSIDE STD. DWG. NO. 81 0 1.� � I � , _r UNE - I- ) , '. " . , 10 :::i �- %,% " �l �I ... I .� I @CONSTRUCT CURB RAMP CASE ' Er PER COUNTY OF RIVERSIDE STD. DWG. NO. 403. � � DIAL TOLL FKE , 469.44 - ____�_ Ll _i4_52- 05 ' 1 2'W c 1 35 , 00 ' 54 , 98 " 35 , 00 r_lv ll_��� e_"M�l^i�Ae,t- �r%% _A_"�, I � I __ I ,LL - - rjq?� ..." i I MQ A& � / Ilve 1 A ���� !!if , L2 460 , 62 / 1 - .1-1­_ I I-el"1=141,����11 04*Rl- - --* , -_p k"tv-lao r-7 � __ li; Lji- 1-u*mww-227-2'up-mw � 146.56 11 11'' I ,I z9__\ 'i". I / , I . 8 . 00 L--��� rl N06/\ I AT Wff 7M M" - \ 469. ll� i, AV �l L3 73 . 93 ' . 1 6b INSTALL 4� THICK DECOMPOSED RANITE PATH 0 20 40 80 160 - � I % � �l I AX � ), L4 . 15 . 93 t C4 44* 19 ' 34 75 " @ CONSTRUCT 0.33' A.C. PAVEMENT WITH SEAL COAT OVER 0.83' A.B. (CLASS 2) (INTERJOR,COLLECTOR STREETS) I L __::�� I BEFUM YOU MG AY KIPA. 63 . 00 / . T - -'.' . I 9-9 _' L I SON= AM OF IIIIWJN� CMFSMM - SUE lw=20' _____- L5 48'E " ---- � ---� .L_ I_- - --J @ CONSTRUCT DRIVEWAY APPROACH PER couNTY OF RIVERSIDE STD. DWG. NO. 213 (W=PER PLAN) 1" =40' GRAPHIC SCALE 11 NOTE: - I - I L I - , I . SEAL- I rM ft"A%vt. BENCHMARK: TPACT NO. 344M Wy Lp W02 - WORK CONTAINED WITHIN THESE PLANS , MY OF __I �V%m lommOv"T 3�AF(Thjoff E14GWER L monsl! Soft=0 RIVERSIDE COUNTY DESIGNATION M-13-63 -a AW& I .- Ess/ � bvIlW CA"*14 DESCRIBED AS FOLLOW: f4 11 I . . I IR J. , s C it V L T Z Volm 94%w-sm IN THE INTERSECTION OF LINDENBERGER RD %A NY OF MEMFEE SHT. '"_ - - PERMIT HAS BEEN ISSUED. I- Ipc n _ I --_ - 4 <<-\ I FOOL.low-01415" 1 AND SIMPSON RD., A 1-INCH IRON PIPE AND BACKBOW STREET FILM NM PROFLE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE � '-�6� -� -a : No. 052496_T_ ANNERS E N 0 1 N E E R S EYOR IN A CAP MEWAM LVQE OFM (W-E) OF-ASHTS. ­ 1: ­ , __ - � �!�%!i��� . L- i - I .. - ____ . ,_ * � , -, - �� i - I I_-- i - "' �*[ i . � .1 -__ �_ I , __ I - .. I - I I _", I i .saw. __� I ___ m � �� i "-1 I,1, � .11.__ 11 i I I 4 4 , , I -1 � - - .- I 111.�m _1 , .- - I 94 ;; i -t-1--_ �--- - � __- - __ 4 , -, �_--- .- - .L.� 1-it i 'i - 11 �I T - - I L'. __ I--- - I 0 - ! I FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE ! rr, 1 'WELL MONUMENT. L DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING . -- 10 A oa.�_�'_ A� -zo/-7/3 . A Exp. 12-31-14 -,:o UPERVISION OF: RCE No. 52496 ELEVATION= 1444.021 km� STA. 45+5Q00 TO STA. 5&PMOO __ AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE ZLI el P'emoveo'g-Ampw CoA1cR6xipAV5M,6Alr PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN a: L &1/4t L ­.....­..d�J6 :gwze ,&!�5 - DATE civil- ----'" FOR: CITY ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL KARK BY I DATE REVISIONS APPR I DATE OF \� SCALE: STANDARD PACIFIC HOMES FILE NO I BY THE CITY OF MENIFEE AND/OR COUNTY OF RIVERSIDE. 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Is N .\eA(*,� n Z�__ I ��� r-.4 I ,I - 1 9 I � .r - � � I fei R .,�10 � w- -�__ , 4 91 , , - -, -P-0- " I z " ,, �"_ . _�," , tuu � 3 -1 � ,0Ow_.*w^0 _ 9 e J_ru j - IT! � A�_fi_ __ , ---------__ ­1 ­,- 2__rn 11 .. / , '. 9.,v , ­ I ;t �_f � - � I � r ,i �� �- I 1 9 1 - I - .._,w_,11 q1m__ m _.R-11_�" , I Akft ---------- 7u C, ') , ,L%� � I I V_ . +"--------- . - i I 1 r . A.. -- I 11 �- __ .1 4ztw . % I I I % -�I,, I � - %%01 - -` , A If ­_­ __ - --- - -A*------Iw-*- . I ,-I- =�::�_ . - - ., A`�/,�,� ,� j C4 J - 91 � �.t"', c� -C - xI . I �- I I y -c�." Z76170713 * . C9 . -1 I �- �----46� // I f -I I m� I � ,%%%9 rii;:111 /; * on .* ?V) - . I'— � 1 ;9. 1 ­1i a -4 1 1 "n- � -- " , I I � . 9 L4,I I I 11%% . 9 9 9 - *01 . 9 1 C1, V_ � A I . ,I, _�"_ 1c) :, 11 r�l _::��� / . I I r I I )" 0.55X 9 - \�,,s - // / - �4�dm I I ! �� I - � __ STREET IMPROVEMENT PER % 'ki /I /1% x � "5 - I vlen - I 4 i6 I 1 9 -I at� ,4 1 1 4 146,5 '\,/� X,1/` -+_ ht "I, . I � tkt� I I I __ TRACT NO. 3'0705-1 % / / / ,., 1� ;q tuil �? 2? * k F%a i tt . - s - X jg I A � 11 � X 1, .1 ,,'// �? q � ! 9 it No &i To% 4 1 1 , - 9 %, v (40 I - !1? . 9 i � - m I % 1 1 �*ve, 40 q_%ft STREET IMPROVEMENT PLANS`^ - . . �1`I,.11x1f;;;\ r%�_ i,.: L91 IN -+_ 9 " �. 1%x- - .: / I t3\ PrIp"111 P_ /,;N 4% � , 1�3 � _­1_� : 11 IS .. \t_./l � � I I ____ - W� �� I V) ; L4 10, 1, C4 1 - Nl,� - I I - .w L5.& Q AL I _e�*- I I I ml \� 91 w-wom.0 mm." ­ - % -1 ­ I � .� ­ , n , � ��04 � . I I ­ a 00 m . \11... - I I m ___________�_ 9 _._ % 0 '. I- A b -, r 0 ;,._ 91 11 0 1 I ------------� :� 9 1 't ,,- SI - ._� ___ ­ - c*4 D ___� I - ... ­_ I 1. (A--t ---------------��_ 1 11 .A�� 08 " - , ___ . 9. �� , - .'I I I - . I - 2 -9 4 - 14, __ __ , - - , .��___--�__�_m_ . ...........,-- 4 �__ � + - e I - - % - / it - __­ ­ I - _:::fM! - =- I � � - - ______ .�, I-rE ___ - --11__-- -- I . - - �,�l �� . . I- - _T1__---=--=---a, -_=_=-= - 11 i� M". R � - -1 __ _t_ - PRW. 1 : - �5f, 1 _�� --- -=T---==--7----====�=_- ______1L , u��� 4//" N I - ,:� �� _1QEXIST. R1* ;n R*--1 IS"A. I le 0 "I ) I j -) I �41� 11 ) � i I PROP. . :��_110. I mw. ;22 A t- PA 101 I _JI,�g I - ) i m PIL &O -.*: Q: t� cc L 20' _ 1 1120' .1 , ' U2�": CA= 11. / _ - z _j Z <- -,- \_� //I UP ; 1 9, _!. ,0-4- Q) 42^ 1 C4 2 1 tzi - I I - - < - >:X:;t 67 �n 'R + W L., :� ��'_r, I i 45 == w-, -I- W 78 79 ou 0 100 0 8 - 0 0> TRACT "6OUNDARY I m i � .ow-"___ LAJ OR - -I I i a- w :E(Lx � 1411 ' ,e�,_��� �� 8 c_> 0") r LA_ vci;a� O CD UJ I I _+_ t Z-: :k (WI) 110 � i Q) TRA C T NO. 34406-4 cn 2 %Q V ! i � lo - w cr '--� w 13� _w ;§ i I � I 00 XO- 0 � - PP.. TRACTNO. 34406-4 440%0 - 11-. I CONSTRUCTON NOTES ul LLJ O:D Aoz K �1�s 14), z? - 0jww --, �� -___ - zz� jk 0 cx f.- �6 ZK 00 tftwo�,L, * L 11 r10 v__: SEE W. RX6 T0406-4 SHT.10 'Ic ro_'� CONSTRUCT TYPE A-8 (TCF) CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. DWG. NO. 201 . W) :50 W) Z_a _ '�r C URVE TA&E .q: r�, 161_.>0 8 2 ?:1 W a 00 _+._ + 0--:) .d_j ;�v . 9 1* L&J r,j ><K < 11-� � A R L T -4- 1* 24 qt a-0m ;9 `6 @ CONSTRUCT TYPE "Er (TCF) CURB ONLY PER COUNTY OF RIVERSIDE STD. DWG. NO. 204. r4) - I OR � w . + --:)Cr LLI , H 1* � * 0 . :Do C COURSE DATA ci 8* 17 116' (�) CONSTRUCT 0.53' A.C. PAVEMENT WITH SEAL COAT OVER 1.71' A.B. (CLASS 2) (MCCALL BLVD.) 0 W) <cdo(n UNE DIMANIX� C2 , 90 35 . 00 ' 54 . 98 ' 35 , 00 " rQ_� CONSTRUCT MEANDERWS CONCRETE SIDEWALK PER CITY OF MENIFEE STD. DWG. NO. 404. 9 - �Z) - Ll N 20 ** � C31 8017 ' 16' 3 IftCk&JLJL E3()tjL.EV*AM fl) CONSTRUCT CURB AND GUTTER TRANSITION FROM 8-CF TO 6'CF (REFER TO STD. DWG. NO. 200 AND 201). - L2 C4 355 . 11 ' 177 . 86 ' � . / "&,�W,,,_��� @ CONSTRUCT CURB RAMP CASE W PER COUNTY OF RIVERSIDE STD. DWG. NO. 403. .1, I � L3 I 1* 191w ' 02' 29 , 53 ' 29 . 50 . /_1% " , 1�_, C095.VRIqE*AY,A?PRaACV Fflp, COC14W 01- RNO?_9(M 9 SAWCUT AND REMOVE EXISTING PAVEMENT IMPROVEMENTS. . " L4 30 , 78 ' 15 . 43 u I i��*, ,61v-OVA. w- W �w=rm"), bld�:�� ��. (0 SAWCUT AND JOIN EXIST. PAVEMENT PER COLD PLANE AND SAWCUT DETAIL ON SHEET 3. .1� DiAL TOLL FIKE L5 C71180- 0011001 2 . 00 , 6 , 28 ' li., d; L6 31 , 62 / C8 7*31 '33' @ 5#,WCUT*40 R-F,WVS E;�MIWA C095 AAV 6071M . (D INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. DWG. NO. 816. �, t il 1-NO-227-26M � ", tf �; ;j 1 9 .;i�� M :, / � ;iik!, 2407 . 00 ' 348 . 17 174 , 39 , (jg WTAW,-TdW f5V-0CV-- -TO WAT04 EE)QE)TI W,et. "i L7 STRUCT BAARRRIWC-jADE PER COUNTY OF RIVERSIDE STD. DWG. NO. 81 0 0 20 40 80 160 I -- 11111,��ll.......... ��C�O!NS - l�� _1*1 ���e_____N_ ____1___%e___r_v___% .� � t AT LE06T M DAYS L I "I'll"!!"����......I'' , g4c;_& .&te­rAs i ^ ^�, e --l-le,..................... I if.-IF if-4.0 OP%- - - - - _ 1 i ­_. __ - --- �wr_g A -A, an 4P4-,& I BERM YOU DIG 0009 '59' 7 . 02 3 . 51 - , qFju PILAM"Or-n OnAm §4- 0- P-m-WI-mmm;1q; I- --- - --%#%O -pm----P- q __ _,;Z_c,_ �:)::� J` A __����� I 11 1 . 6 ��� I L9 N 35* 15 '41 'El 90 . 00 [C1 11 0- 09 '59- 2403 , 00 ' 6 . 98 3 . 49 .............................1111...................ill, ,^--44._ =) 1"=40' GRAPHIC SCALE amn CONSTRUCT 47 THICK DECOMPOSED GRANITE PATH. - I_3 I 0-11 w SENAM ALM OF SOUTHM CALIFORM - - 0 1 � I I SEAL- � NOTE: , I I I a TW19�ff ENWER 17=Re"Av& BENCHMARK: ,, 7PACT NO. 344M =y LP W_= I WORK CONTAINED WITHI - I C" OF leff1momm 10VOWMANNIN1000"V-24 MORSE SW"no RIVERSIDE COUNTY DESIGNATION M-13-63 � SHALL NOT COMMENCE UNTIL AN , F-SS/ h CA"*14 f%my Cf -_ 'i DESCRIBED AS FOLLOW: I =AM T AND/OR A GR,ADING 4:.�'�� I J. SCHULTZ Vaim 9*P-251-Ml IN THE INTERSECTION OF LINDENBERGER RD. %an I Iviamd IIIIIIIIII 116MALM SHT. 1" PERMIT HAS BEEN ISSUED. I A-v 1�0_ FAX-909-251-016 AND SIMPSON RD., A 1-INCH IRON PIPE AND BACKSOM STFIET PLM AM Fu I - M%f. - , � - . . - THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE - ____--- - - . . !�? -_,_ �i PLAKNERS ENOINFERS OR IN A CAP I 0 . 05249ro MCCALL BOULEVAM T-f'-_-_-�-_� OFI!!�SHTS. ____ -1 , ,__ -, I I i !, I � I I __ I I I I I t I - - &ALN, __ ;_ `_ % A ..- T 11-1% ­-9-1-1.. __ I. lrw�L_l __ f - � - . . - , . - " 9 - ,It� - I x] 9 - - C:*. !��_�, i ` -- I - . %---. _ r- , ­ - I 4'. w � je- ___ . �*_ 1�_ _-, k - - F_ 1 9 a 128' a : ;w __ - I � �=T - I __ 14 - a I t - - _ _ � ___ A I � -1___ T % ___ - -- I - ,-. __ % ___ - ; - 1 4 � �t - - I, k , ) _�__ - 1 1 1 - i - i I i . 9- - - - - __ __ ___ i t__ . FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE I ' m I , WELL MONUMENT. - A � i 411111001�z &' -Z,,4<- - -_ ./3 t Exp. 12-31-14 _v STA. 34+4&W TO STA. 46900.00 DESIGN HEREON. IN THE EVENT OF DISCREPA14CIES ARISING #2 I? t �400� * * PREPARED UNDER THE SU ON OF: RCE No. 52496 ELEVATION= 1444.021 1 . AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE .16L 9/Q 1114 j4vo AeCCAZ CW,ffl.a40V8 MAA4f IFA9 0MIcie67E I-oAvrAfF.Air __ka 01m I . PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN MARK BY I DATE E' :?;yxr1257���.3 DATE FOR: CITY �- D REVISING THE PLANS FOR APPROVAL - REVISIONS I OF 0 SCALE: STANDARD PACIFIC HOMES FtLE NO I BY THE CITY OF MENIFEE AND/OR COUNTY OF RIVERSIDE. ENGINEER CITY I ��L DATE *4_r_�_- H: AS SHOWN cils(paww � - __ - _ __� - � � 1:\72542\IMPLANS\Tr.3440ro-1\sip\34406-1-sip 1 1.dwq 4/08/13 � � _­1__­_____­_.,__.._­�­___ ­­­­________.­ -­_ - .-______ __________­--________-_ .._­l­l_l_.-.11-11­­_­____.__.­_­­..­.­­ ­1 I—-­1111­__­-.--I——=,=­ -7.-�.-­­­-1­­­_- ,-.--� -- ---- -�- -�--- -,-i-_---- I­ ",...I'll I­­_.­�_.-_ - -- .­ - ­ I-- I..._ .. . _. ­ _­- .­ I I ­ I .. 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L LiLLL LILIL= ��_ - ....., - ­­_l _ __ _."t-J, , __ I 1 -1 __ - ______ ___ ,----L - I c" %C.n Ad a C.^ CP .P- PLM SQALE I - 45 46 47 48 Arar I %xv 51 52 53 arw sAmwr* atm4v __j 4-I *.81 � . ? t 56 %Fmbwdkw 7- . I , -t2 I t . 1"=40' 1 10 NEWAGELAICE :* r.-D +38.321k _: . ?, 10 I _� "I '. V-9 . I 0 +. ", ::� No - I 1 21 � � .1. - ,_ I ,0 05' 1 12 %, CD I �� V) 11 _,� 1 13 1 C T NO. 34406-2 I" - a COURSE DATA . - 14 20 lz �A $ V_ I I T - .­_,.. . I-MA $4 15 19 / r,rl -4 ­I li UNE ON" IXTANIX 16 17 18 X / C-) -,., 2b 3 ..: , I lk - qw `��-�� I -11 , m t�! 25' L 1 89 . 20 / Sf __ - --77,T __ I %A , t M%f - --I R.__ ___ , / I I ch L2 N U5* 11 ' 00'E 90 , 861 � . . I __ � I ­, - I . ..�,� ,'. --.7-- 1 - '' ll, , , � .7, Z, L3 t N 86*53 ' 01 'WF 31 . 15 ' 1 . . pk� I I __L, -7 1 '' '' ' I 1 ,1 I I I )r 1 V$ 10 ! I ­ 11 PROP. P/L ­- 11 , I�K�1� - . I I ------------- , � I I PROP. , R/W -,, 9 1 ... I- - I 1,� C6 . � . 1 . Th 1- � I .---- ____ T I v I .% CIO m 11N, --_�_I-& ­ __-_----- � ... I . . N -c-7v'o, - --� JJ I � --- -- ---- i1i I ___��� - I I I I � ­ kh" _w_-aw-"---r--0""w-__=wl I . ­ -.-..- ���� . 5 � - - T.v 4114 NOTE: CATCH BASIN AND LOCAL DEPRESSION .1 - - 1: L__ �lj . I I I - b-uw I I X_ kv) l�___ar___mw_a"_l"" - ___ ,� - X - +1­1 , -_mm !!!.,!a - ------ 11 - . , I . &, , 7�. +: , -"7-- "�­.* ­ , , I.,�; � 4 aw-w _: _ .._:F* _ : _:: ..I.. :% ., _ , ­,: I - � - I CONSTRUCTION PER STORM DRAIN PLANS. __ "I',"", . A I - LX 0\ � . .%__ I . i,+ . . � ­ ­ ,:.".' ', � . 11 r-,,t � r- T.".1 I 1, I � * . .. �. ;­ ., � .. . . � . . 11 m " , , . . . . , . , W). A- . I . ff,:- ___:___ , � I .: -" . ---------- W, I --% I --------- .1 �"I'll 11 I 11 . _rl 1% I __ 11 11 �� I 1 4 Cl Q I . I ". �, I IS wj aQ _x .4414w ��I .." . I I I I -.0- Im I I bb -%.! 1111111" 1� , ,, �- I _v_ .-_,_%t,...,, 11 I I 6111111 I cl , I I I I .1 ,�w Pt ,�� ## Ilim "m 2 1 rn! I - a , 1­1 I 1".1i'v""', I I ,S,r.A ;_ � , 13 4? � ­ . - I & � ­ "WA- . I �� a I '�l I . 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I I _� _�z��_�� - 0 � ,� i (.P 34 -;0 = -,;o -0 - I � ,0-- q ...---- r- _� ­�==� � --------- I -P. Cl __ , �_ = -0 - ______ !�; j _P_l r n 1 127 -------_T_!!__�__ _ ----------- 221 cp b' = SA 2-, = -_T� __-__ _41. 1 ,2v (J" I- - m -+- $ � � -0- 35 & -0 �8 1 28 1 1 k__ I _.- �9 QD 5� Z" c_n .= :�, = -So- �, N N") Ln ., I &ld-% CA t_-;� fla t 128 * PROP. P L _+_ IA I To " 01$ . TRA C T NO. / 1170 157 c_> r_" It f-" , 148 A-T ^ I ru 155 = !", -P- 149 &I 0% %0"*r C;� C" 4- 02) 151 101d 10i r1a _+_ - !,a = I 9 a * MCCALL BCCLEVARD 41- (J" V) - . - 11 I t"39 , c� I COMTRUCTKA NOTES - M 0 1 - CURvTcL TABLE CUR`vJE TABLE rn C') - .�O "V, f- ­4 r- - 8 (ErCF) CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. M. No. 201. im-, \±_/ j A R L T # A R L T - Go @ CONSTRUCT TYPE "Er (8"CF) CURB ONLY PER COUNTY OF RIVERSIDE STD. DWG. NO. 204. 2400 . 26 , 44 ' 13 , 241 !Z /P\ ' I t-p-_ C:) , �;K UD CONSTRUCT 0.5-3' A.C. PAVEMENT WITH SEAL COAT OVER 1.71' A.B. (CLASS 2) (MCCALL BLVD.) 3# - 93 . 67 ' rn / C) t_a'� CONSTRUCT MEANDERING CONCRETE SIDEWALK PER CITY OF MENIFEE STD. DING. No. 404. 20 "26' 440 . 41 cill 20 2393 , 00 ' I= zz;j! MAL TOLL FREE ll� f �z � � . 4i _uw-227-2660w C CONSTRUCT CURB AND GUTTER TRANSITION FROM TCF TO 6*CF (REFER TO STD. DWG. NO. 2UO AND 201). 35 . 00 ' 55 , 93 ' 1 35 . 97 / , 47 " rn � I - lili ll I I I 800 35 , 00 ' 54 , 09 , 34 . 13 100 . 15 , IM� � . 'i� 'Ill � . li.�� AT LEMT M DAYS CASE "A7 PER COUNTY OF RIVERSIDE STD. DWG. NO. 403. C6 � 2*54 `26' 59 , 51 / C14 2*54 '26# 2403 . 00 , 121 . 94 ' 60 . 98 " 0 20 40 80 160 - YOU W (f) INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. DWG. NO. 816. C 1 ' 13' � 4 7 15 2 22 , 14 ' 61 . 08 !Fm�_ -mmm"'! . @ CONSTRUCT ,C THICK DECOMPOSED GRANITE PATH. 1 'A - I I UNDEIIIIIIIIIIIIIIIII&M 38%WE ALEW OF SOUIMM ONAMAW CR 1 10-23 /48# 33 . 19 ' 6 4� 1 16 18 2100 , 6 . 28 ' 1"=40' GRAPHIC SCALE 1 I � I I - I 11 I � . NOTE: a SEAL- If be"Av*. BENCHMARK: TPACT NO. 344M Cffy Lp. 09-= . I , �,L JEEM IG r%InmARTk48iiff ENGWER ... . I WORK CONTAINED WITHIN THESE PLANS I C" OF 61mmame E" vv,A LACZ- molts* So"3n RIVERSIDE COUNTY DESIGNATION M-13-63 11 � SHALL NOT COMMENCE UNTIL AN 9 IESS/ � kvil"a,CA 9%14 DESCRIBED AS FOLLOW: I =1 ENCROACHMENT PERMIT AND/OR A GRADING . <) J. SC"VLTZ velm 9*v-nl.@M IN THE INTERSECTION OF LINDENBERGER RD. cay m IVIIIII10A sHT. 12 . . �l - � PERMIT HAS BEEN ISSUED. - <1� FAX-OW0146H - ,, -- --- I I I- I �,A - L -_ AND SIMPSON RD., A 1-INCH IRON PIPE AND BACKBOW 37TIET FILM AM PFK)FU THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE , : U) PLANNERS ENGINEERS SURVEYORS TAG MARKED COUNTY SURVEYOR IN A CAP I I t C.-D . 052496 =m I I I MoCftL BOLLEVAM OF-L4 sHTS. . - FOR ASSURING THE ACCURACY AM ACCEPTABILITY OF THE m WELL MONUMENT. I DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING a7d � l 6746!�� . t Exp. 12-31-14 _* PREPARED OF: STA. 46000=1 TO STAL 500001,00 . I AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE -1 . .-�- Y/t 2)Q 7 * clvl�_ RCE No. 52496 ,ELEVATtON= 1444.021 FOR: PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMIMING AN - .4,!57 DATE -11 CITY - -.- I - __ - - I I - I � �_ -i - I , I__ - N - _ _ i I - __-- - - I i , �� I I I I � I , , - , -lq!-9w - ,-"t__J 2: �m� � � t I I yl �1"2 # I T : I 11 __ _ - . � I i I , � � . I I - __ - ! I- 1, . I I ­ ­11­ : I� - -__ I - ! I � I_-- -As-, � A I I I- � I ,__ � I 0 E : -, �, � amm I I m 11 � � ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL DATE I REVISIONS I APPIR I DATE CAO SCALE: STANDARD PACIFIC HOMMES FILE N04f4s(co,w W I BY THE CITY OF MENWEE AND/OR COUNTY OF RIVERSIDE. ENGINEER I CITY I - - �L_______ -__ �- ---- I �� DATE- 44 N'S . H: AS SJJOWN I 4 go I v 1:\72542\IMPLANS\Tr.34-406-1\sip\34406-1-sip 1 2.dwq 4/08/13 � . . 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IM' INTERFACE PAD!TO BE PLACED�I PANEi. 11) =Y FILLER T{J tIE PM.Y PFCATTACHM EACH Pool Tllf'�BMY x BIIRIM91�R3�O!:�L� ANMIEi HA1VE THE Fot,I..oWMR�MPMM AND Tom$ 1" Imo.RAAIM.BECTI;ON. PAD TO BE NALED TO TES. 1n 1!2 r _ -- -z T TFP. 48 �16 3.YMI�3"PL W W 31L�01m IN Vd7H Pq *TENSILE 87 GTH(ASTIII041ASItI S MIN. r�_ � 3 TYPE-91fY TtM efIIRABfPI$R MlIRE. +7F.AfR ITN CAM DW AT 25 ONSI . 6119 15I1•Pl.I INN. PAl1iEI..M�Ei6I'i�f' � f;�PMEI411�f�i� M�Q PMMIEk. T COMMON ST��� D�� ���5 G TO30 7030 - 7 In COf N STANDARDS *HAR 1'M D2NO;'5*A4M N>IMIORIG A V TfIIf MI K FACTINIEIt S 04L flfE 00 IM OR AM tlll�'IM 1'I5 7 iff } 2M LM. 115 Lam. *CQM OMI i(Ap##1316 MMfIIOQ 'l�@ S �: AILt.�F AEI SWILL WA 1t2"�i X 12'LO. f 7I►t lc>a 146lb►MiAlf. IIBIf II ACI LFWL.I� 133.141 1Q' 3 3125 L85. 127E LBS. -IMo MINK * IIIDMIB TEST ( 7Cl iSbk/R3 AT 2) Tt*E FA ATOR SMALL BE FOR c�NVIIII II ���� � � � 86 8S � PCS TOW PRESTRESSED AND P ST CELSItfS WIa&I`I A f CTWN! AM mwPIM#.Y Swum"ALL N �-�<�� S �R I>�v BftEI1TIR'#PMMI MIl4. >:cft P LONG � A TE PANELS FOR 9 4 'o `"I' " ' .S N 9 W TIES { 1 } - LC1 3 91 D T 3 8 PRECAST PRESTRESSED (9" MOtI!!S AT40�c , No - I'T'!MI Ili FILE tit OiA►'fE:IliIII , *VOLUME fi�BTlvrfY=1xie a�+mac 4) IMiffACA#W TO P�TLY Imow IB c"AV AL vlflTEl �p' �313 4IT L.B. 33.141 LB.aIM1fIF 116 La. Um. 11 s LM.MIl1eF FIELD PANEL FIELD PANEL Fm Ovol R: UPW DATE!Ir�C"20, JMD2IIuT u fMi SOLUTION IN ACOIIOft-1E ONPOW"M SIB OF MA.IIM IpM11 OF Q 54a180a 1 MIfA 1N�; C FEY.NO.: 1 vG NO: ' OF M1A1TI ftiR 1�FIpIML'tAwT2S t ..I A>l r,a. OF -�► IiEtr.No.: DM NO: 200201 DES�AM T1<STED AT GN 11DC. tNW AMIII tIF! i PAlML TI3� t�[tilBl�! £F II1ML, . *ELEC' M.REMA :IMIINIM&W Itt TAVZ 10 MLGA 111EM3NT OF PINEL AMII? TYrE ONS#1�IQ AT"D VW, Ili13T'AkL+L.3A1"X 42"#�. NOTES. 4 3`E�1f�f.iE111iT t T'fMd'B( *LOW"[OWMA7UM�TLENESS(ABTIII 0213?)AT-40 V- r LOW W400 D Tlft #�LA6 BAM ?YF+fC,aAi V-r L.;)m Ta 1.CROSSI M13 M•AMEL SUPPORT THFOAMEMH 7M COMCf4ETE PAWL co"0'fETE TM , DEBR a f U& SIB ST0 DMM61 IAIt�T BE UNIFOPiIII. CONCRETE T'IE SPIIGiNO IS TC? TEARY OIMLY} ! COMMON STANDARDS (5)TRAmTION TIES TIES � A�x�e c�ate' �T0�. IrlOoo LBt#t>3.af�nrl�cTx.F TIE SPACING To SE ► _ *A SAl11Pt.E NtsI+CTI0I1 tiF Tf;E FLAY tiA'iISR1AL.M1IILt. I OF 1S AZ' _ -;k_j_-� EDGE OF TI1A11I 10MY 9E P -Y f'f=STD W NWLYIl13 A t/t'IEltkt F 1 3 CENTER. T S�F"l lG 1 T E rIDJWS ITS TO :, /- a OF JO I ATI* �. Tt4E + ' LoAFX'I�f3)>�IJ10EiIIEFlT tiF THE'IIZST I3 MIN3R 70l0tCE1 _ ____ _, SUPPORT THE I O€THE PANELS 6'M� � GENERAL P GIFI AUMS FOR ___ �._ 2.C140SOM Orr IS TO f -149PECTEI)PPgC>tR TO �� � ,� r 131AE F'Ef�li�tTEiil1PE f3lc ED FOR I�I.RvAI>� � -- S'T'AfTI'OF�TNLIATlON TO IOE�T�1T *MI1tiUI�A►C ALLOW F Daum THE P'IiATTAtSi&D R 1Y ROAD C OS t'E3.E'R TQ ALLOW Rift lRlM1/A1L{IF f'tIR _ - _ _ ��_ AM SU 'PORT� I _ -- f-I�OF TtIB►1/Et;.Ei�1Y 111�tN�N1�f>f O-ry"m�Emm CRIB m �,�r/�IN��y Miff �=tt M CO" E PANELS 1 # � .� � • .._. _.. _ AT 1&wr Low. ,� T T� 10 PAIMELS I. I OM AND �I'1.�'yoTa"iiT V�� IL 17VW Ill j � 4 TIER.. TOR LNIIITB:GEQTEXRE 3.IF COfIDI1T011i';M IANIIIMMwrF SITE is To BE WTERKM J KIM BEi t PA MWIT Ia W Chi ��� � RA 4 UPMRMI TE:MMMM�121,�IOI; ,. I . • • i + + OvmR GRYA7W AM a SYSTM �R ICE OF A VW OD OR CQNCRM TE AS 9IOMI�i � 1 f T [M<Y,MO.: '! D�Alt3 NO.2 '� _.e_ ..w► .+r _ .s • ._, _. .. - ..�. _.._ . . _ _ WSTAUAD fJ �,IAIEL L GRAM GRANULAR FILL;SUBBALL�ArST, C M.E AND PERFORATED U PF T� `} TYPl..,' L Pr LAYOUT OUT MIN. �1�1Y TiIA tAlwtYmmwmsmouuzm MIN. 'TALLf�!Pf�t DETAKS OF T1FE DRIWOa 4.A�tTIONA L SITE DRAG A®E OACLU DING PROPER Z �''� o .�-* PUN VM OF PASy1v . SMITH T= TES PLAN YEW ' P �' E'OF T 'fl`QUADRANT � � _ TLIE a�rfaNE IW�o GOLLY c, _ a 1 R. 9 R. - AT t�a�t�c 111TWWtwlmdf ll�►sl WAIEORLOCAL VVEW L O"T W Illl�f 7lE1flDri tee. to � z 6_�T PANELS MtE To IIIE h1A NDLED AND F MG L.IF7 fOE1RCE 41443n W ♦ ¢ Itr CO"c;RETE PIl1# IT SUPPORTED AT 9PE LIFTING NEW w TOW Fm LOf;ATfONB ONLY. LFTN16 EQIJ�IrT AyR1 �g o '11l1 ' 311ftr' INSam A w:TO W PIROPII_Y vrt�ov 130F8II1D / yI" 7"MIN.A MC COI 't1E T TO 6 AMLE TIPS LENGTH OF PMAS LNG (�f3�6 I37fiDD) EM V48ST1?l41NT z o IA1t�LB}IN ttMk"lIgNE T1BlIIl` WTAUJW. FANG UFTIM AID F1.AS CO NRIC BFlri1G m o � '" "' - 1-�_ 2 'Ifs AVANA BLE FROM CO�ANY PM FM f�4 t i S NA v ON 1AMI�OM3 >- - 6.APPROPICH ASP HftT RCV MMRY PA'I1M 4 TO NIA . Z N o Z 5 T7 l#18 - STATE DOT rllclllf►Y sPIcIFICAI<TIVN:s AM�10 1 IT�o111> RIc _ °LIE sAooLE o , PAAfD I IIfr 5s . op ASPIiALT IrS To BE T o cQ� IQ- >- FIELD PA NA PA Nl� IIMSTALL 1Nf"PA Vm"m�3'um AM LAW CaNFOIMIML }. 0 N�AIN!E TC? TO 42 B PAD FOR 6'$ 1/1 a- I (9w, IOw & 1 CSC} (�M1llll Iow & 1 oc) �'"�'�"0"' c�o�TIES_ e�cm (A! Q Z O ' ' . / 9iA01111m 7. TILE AND POPE TO BE INSTAit,M ONLY AT 5+1i1-f1C�5 -FILL.CM MTN BALLAST T = Q I I L IAA IE BY$TALE OR LOCAL. � �') / M MM o MID Ii �rvaa V*IM�TED EY Fi 3 DE'TA&. Cy �, c�a 72� Ems. ') ' � I AMM3IrtvI�E .. FOB C�lMCIi� t?� Ld z & G A1LV F,tA� FA STENM ARE To BE UfMED OPTIONAL carl�1011 ll rs z z o Q fi tr M TUD fl>�'IFi&Pam, 0 g U < To iE PEAAXD NEM FLAB LINE OF PIPE A4- TliPIIM6Tt1pN TIES ON E IBC OF TW �} (SET 6 Pl�j N P� W PIS G@OtTIIaiITS E AST NMtMtiMMlIL f !lt 1p Al ST CRO I . i�A o # ON PEOWWATEID PIPE 5 IlaST F-- z mCHAMFER ��, P 3 'AL•L,11 "I fii CS C CoN QQ TIE�ROSSIRM AND t�,IPs oK + 'JIDAiSTA BLFE I>aww s ST�� OF ROAD 0 O �' > O C *�ID/tAliN t -9E$PIPE uYfxlTA�rla NOTES C OSSUM 1y PRECAST S.ALL OWL JO NTS IN CROS AREA To 8"PIPE 6103ST9 V 8 W/ PRECAST w o - ° w o " 1 ' TYPICAL. T Aft T �'A&. ►` / IFS' 40 MM~#.t 3,tX3 MtM#' Tl1Lt.Bp.T J ItiO'1 9.L LMF 1C7 € 36P01 I8 .. o W W o CL _ "' o sTQ 8 10.RI PQ*T�o SATE MALFUNCTIONS,TO 24 PA Y Q 1= Z Q I- WEL +/ DETAIL �� Um CROS0%FfoT t�AT'f�00-WI5. .►�``�u'm oc� pwompmm2m °I 1.ALL f�X A PTKM T O'TM PLAN W.Wt fIlE AM 19110 LED - o n§ (ILL PANELS) (ALL P _ I Ia.:NIA$ I mm l *� � "W211 Fz Z �� e 15 t�Th:Af.l i'IO�� 13WMIN. 21/2"LEA. orr�_° IrAR z 1Ar`MAX Ni9BtT9 SMALL 9E DE4111 D 1MTM A u Q Q Z 1 6,. i wrN 110TEq. 3wd• ,,♦ ' �- ETY FACTOrsoL PROFfismoft OWNER / DEVE ER: 211�'flM. PANEL11C1P -- I j+ fwI liAM SINUM -0 COMMM �j]� 3V low S?M AM KE 3" GASitE AilIQ 91M�I Tle lR MAUL?BE l il� .._ _._ 2 Tom' T�4 r YLOCII011T BlPTII=3" OF A I�Rv�c MV EECTWCAL l 5m4r � - ---, - i 3w R 'AYE VeAw ___..._ -1__. _.�_._ __._ .._._ ..._-. ; -._..-� CAR wA+ AT > fie I L nle rs Y I STA N DA R.D TL81W AS�IrM AM3,TYPE 1 ,. �OF�PMEL E WAL TOLL FIDE � r` --.•1 1'�+1r- No .. `"�� ° Y � �'ET ..S P� 1F 3N 'I.Q.x Q.�• - - 7- �AC I 'I +CJM E S mid:Tl�il> @I Pam.t147'tslt -�;1 ,Erg 1 - -..I i Trr;..�- -- 3 R �---ux c NOTE rRSMI. rnl�s►ru FLU I#,LNF1t pIA11111FIl0Efl�S RiR kII eE ueArLE C'OIMC :;TE PA1L3 I i REVIE A11M APPROWLFMCIRTO PIIIIM,ATWM. AT LE/1Sf 1M0 E NAYS 255 NC w.a_ __ r _ _ #« 3,r X r � f at w��rroa� vll cLUTt�+ E. RI ON STR2ET, SUITE 200 LAG HOLE TA& TYPICAL LIFTING FILE :UPRR [RATE.APRN.3a,� BEM YOU MG CORONA, CAUFORNIA: 92879-1330 `�"""�' � f- END FRAME DETAIL TYPICAL P�TTACHED ATTN. BRIAN JACOBSON (951) 896-55M & V T I' F Y FILLER DEYtCE AND B�.QGl000T Irv.NO.: a IIIC): 0 UNDEROMOLM SBIOX ALINT OF 3DIIM�IlM GMAVANA �L PANELS) BALL Pam} SEAL..- _ WORK CONTAINED WITHIN THESE PLANS �Y � � �NOTE: � � '` T��"�" ENDER a1♦oRSE BENCHMARK: TRACT NO. 3�44t�6 CaTlf L.P. Q�p12 SHALL NOT COMMENCE UNTIL AN �---- - ..� Seven* ��1• RIVERSIDE COUNTY DESIGNATION M-13-63 ENCROACHMENT PERMIT AND/OR A GRADING oQ�oFEs / DESCRIBED IN AS FOLLOW: CITY 14 p J. s`"'�`?'z "°�°"'"'`�'�' IN THE INTERSECTION OF LINDENBERGER RD. 5�--- 4 ( t�` FAX:90 -251-451s PERMIT HAS BEEN ISSUED. ,� a�� F AND SIMPSON RD., A 1-INCH IRON PIPE AND � STET � PUM THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE Y. 4' s z PLANNERS ENGINEERS SURVEYORS TAG MARKED COUNTY SURVEYOR IN A CAP MTAL. 14 No. 052496 ,T, WELL MONUMENT. OF SHT$. v FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE i Exp. 12-31-14 . PALS DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING * PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE 4 �l. o 5 vot SNt&E f �i8 / r DATE _ s� crvl� �� ELEVATION= 1444.021 CITY ;. PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN : yjv/t 9l FOR: ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL MARK BY DATE APPR DATE F OF CA0 DATE ��l SCALE: SHOWN STANDARD PACIFIC HOMES FILE N�S6.w� BY THE CITY OF MENIFEE AND/OR COUNTY of RIVERSIDE. NGINEER REVISIONS CITY I:\72542\IMPIANS\Tr.34406-1\sip\34406-1-sipl4.dwq 4/08j13 RIVER—SIDECITY OF . •r • • 74 MCLAUC PROJECT • DOUBLE 2 5 PARIK GY A BUTTEE. .:' OF '. _ ,r+►1 �' s - e , 7 TLAKE LAKE HERITAGE DRIVE -• ,,D WERSIVE COUNTY .. NEWPORT -ai • - • ] J • - •` �- « • ♦ •• • :• ; M � r � a - � ]• �' - •� - `:]• �]-. - a ] y ' �• --fir - :Zr. 'r • ` r• • -,• _ • _. • •,]- r'.a a ^']` « y- : • . � _• a a - ; r � ., -r r • - '� .' ,y - i�y '_, � • ;. - .:-,•• ,;• -']�_ - ;� --_7�' �• Y ::• • • r -, • a -. • - -�] r •'i - - . . - - - 3• r PROPOSED TRAFFIC r• , .� M• :- .]� • • `! : • r• ti r �• -, : . r �;R, • - r• r]" `7� r•` X L _ • ♦; i • L r � • - - ]' ]! - �.yr • ,ry - • - 3 ''• i Removal = CITY UMIT LINE Igo w6,iL__- -�L��^Xwo A � •: �I- _ alif °; - y _-: - - _ •?<s � a ,, • �? ra � ,. - - - • ]• _ � - - fir y . • ] r -' � • r • � [Cif + • " ] ]� -a;. .` • • - � r "�1]� _ =y ►,� L y]a . — _ r �•� is ;:• • r . ", • « • - �`L] a " r:,:-. r • - ]► • � •`- 7-. rr •t- r-i a _ - ]- ]• •' - ►: • _ s a - r _ „]a • � J-.- - ••. • a • •`-• -� - � �a • �'•_ •: 7 .•- ]-. r• - . - ♦yy' •i • ]' ] •:- r• _ J r ,• I a .I - • y• 3 3 r 3 � yy- • r 3a : J • • • - _ - - r - 7-.� r • r • � •-- r. - - • • _ -.7 ��. ,� _ .. s� .yam - ' - • ]► � ,�!- - �. - ] • _, _ x _' '" - • r • " \ y ?]. ", M•.-! i -.; y1 -� -. •, r'.• - � _ -� ice. ::1• • ` ]• a - ]• M : i ]' • • -. a r• •. _ •-- •i•,. •`_ 7l`` • .]' \: '• ]a •._ L •.: Ala - a ]! ] ]! r a - ra ] � ]]- � - - � r-!!•/y• a r -.• � :L`� • y- �; - - • r ►-' • • - J- v a a • • «• • -.r : �:H : ;• - - r• -: � -;• .,•t- _.•�!1 •'= y• i • • 3• •� _ '• y . . r a' • r• r' • - - - • a r ` •r 4 • its, • rJ 1 • _ J .J- �J 3 r D • - _ 77 1 r: J. . _ J • will 104 «• - • a : • • �•.r ` _,• • - - `• _ _ r • •y -.• e' ,� •� a 'a .. 1 �� «a • - 1` • - • - - • • • V r• r I fiffO­,AALIA ] ] - • TMIS MS PROECT IS - • •'E. WITH THEr • �. BY PERMITS DIVISON ow LA, �a «41i7 • • • . . .ate D. ■. N .... . , . . :- . s..� �.. C ..�� - _ DATE iwnmrqwww�,wiwnmi cMNeE,l wlorww I CITY OF MENIFEE cl ASSURING THE ACCUROCYAM ACCEMNLITY OF THE OBIGM14WXXIC 3 L milm ZN� �®W� � - IN THE EVENT OF DISC140ANCIES AMM AFTER COUNTY APPROM w! RE DURING CONSTRUC710N,THE MATE ENGINEER SIVLL BE 5 AM 'F REVISIONS • DATE 1 1 POLE AND EQUIPMENT SCHEDULE ' 40 p `E cam w me INN NIII�R STA�cr fws VEH. SAIL MTG. PED. SIG. P.P.B. POLE LOC. L.E.D. SIFT M , F6"X1® CONDUCTOR SCM E i� NO. S VL UPI. I.I.S.N.S. COMMENTS 1 Y aoloat SIB AND MO 3• 4 4 �' 3' /�� 4 (SEE SPECMI PIROMSM ¢ i AW6 SUE �« 4« 4' 4• _ 3« 4« a PI OISE 1 Z 3 4 S >It TYPE WAff M.A. M.A. MAST ARM POLE MTG. 0 A B turtl e ) 3 I OR POLE OR t�RCUIT - - - A 24-4-100 - - - - AIID ST ET 4 OF 4 ! o X ;, C$AE TM Q 2 3 4 s A ' 02 - - - 1 1 1 30 35 15 2—MAS SV 1 T SP 1 T 6 3 15 4 2M MC C40 F=13 _ _ _ _ _ _ — — — — — — — 1 '�' `� 1 1 1 1 1 1 DLC © 15TS 30' — — — SV-2—T Sp—1—T 8 4 15' 3' 200N► — — _ _ _ _ _ — _ — — — `� 12 POLE — A C - - - - — 2"C:(1) DLC t3 _ - _ - _ - _ - _ 1 1 1 1 1 1 1 1 � an 46 0 61 5 100 3A 6O 15 3-NIBS SV-1-T SP 1 T 8 4 15� 5� 200r1 liege lade R+d. F=17 , 12 i i i c 1 1 1 1 1 1 1 1 _ - _ - _ _ 1 1 06 1 1 1 OD 1—A 10 — TV-2—T Sl'-1—T 2 1 15 3 — — — — 105 p _ 1 1 1 1 1 1 1 1 - _ _ - 1 1 TOTAL 1 1 2 2 1 1 1 4 � 24-4-100 30' 35' 1-5' 2-MAS SV-1—T SP-1—T 2 1 15' 4' 200�M Mc Call F=12' — 3 � � I E _ _ — _ 1 1 1 1 1 1 _ — _ T _ — 1 1 VIDEO CABLE POWER+CO14X 1 1 2 2 3 — 1 1 6.4 OF 15TS 30' — — — SV-2—T SP-1—T 4 2 15' 3' 200W — ¢ -,• ao' 3 F — _ — _ — _ 1 EVP G�I.E 1 1 2 2 3 -- I G - - - - - - - - 1 1 - - - - 1 1 COIN FU PERWITAGE 61-5-100 30 60 15 3—MAS SV-1—T SP-1—T 4 2 14 5 2001M Heritage Lake Rd. F=17 , 12 --- 7 ( 28 28 32 H _ _ — _ — — _ — _ — _ — _ 1 1 1 W 1—A 10' — — — TV-2—T SP-1—T 6 3 14' 3' — — — i TOTAL > > 3 3 4 4 5 5 1 3 $ . . ■EXACT POLE LOCATIONS BY FIELD EN ; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. i a I 4 t 12 10 12 I.I.S.N.S. 2 2 2 2 2 — 2 2 PROP. — \ 10 LIMMNNAIRES 2 2 2 2 2 — 2 2 — JL PROP. C/ oc PROP. C/G 3'C WITH SIC TO END OF TRACT NO. 30406-2 ' S/G TO CONTROLLER G18N ET R PROP. � TO BE TERMINATED IN PULLBOX 3'C WITH SIC_TO END OF TRA67 NO. 34406-2 8 9 9 �IixS ROAD (APPROX on w' TO 8E TERM►TED IN PULJ.BOX 1 9 7 ( 9 PROP. 1290 CL TO CL) PROP. C/G7 PROP. S Mc CALL' BLVD, 8 6 PROP. C/ Raw - -- - --- - R/W ----�_ - 2 4 A O , 6 9 R/w _ _....— - . ........ - _....- w L3 _ _ _ _ �--- - __ _ __ - 2 PLC ��� �3 r O 6 R73--3( 5 3 1 �� _ _ 2"C:(1) DLC •' PROP. RAISED w I w MEDPI 405' TO WK`-- OF X_WAtK cv 3 �, it ATOP RGE�� CD w PROP. F4130 IIN�I --=-- t 04 54+00 � ''� q�05' TO 6ACK PROP. RINSED OF X—WALK MIEDMINi �► -- _:_ _ R73-2(CA) 5 — N i• PROP. RIdSED ICI - = _ _._ a 4 — - 2 it ATOP RISER 1. _ - _ _ ..- N _ .-.._ _ - wN _ 3 .. - „..� J —.� _— J .._...-_. _..._..... _ t - ..... ......_....-.._ ._......—_.__. ... _ 1 3 5 3-3(CA) — R PROP. S/W 10 ` ,; 7 © _ _ PROP. c/ _ — R 2'c:(1) oLc 6 w PROP._ c% PROP. 3/W �W - - - - - - - - - R� PROP. Sf V / - s PROP. C/G PROP. c � � \- 3 1 PROP. S/W 1 00wo City of Menifee 6 Q C0NSMWT1CW MTES (THiS SLEET): z 01 02 03 04 O �,Wr CAIND DETEC'TIO Ir 14' CC OPERATION PER PM0ISE 91 191 liMll. FRW ,LOCATION TO BE DETERIAII*D BY OWMEER IN --i► , it it14' I 3 THE F1f1,D. 9B5 SINKL BE IN ATE INIIICRI6 COANET. -•�----♦•- �2 FURliISM AND INSTALL TYPE M-CF 12OV/240V DUAL METER SERVICE t PROP. S/W EQUIPMENT ENCLOSURE. SIGNAL AND TO 8E TO ONE PROP. C/G Q METER AND sv ETY LIGMTING TO BE (�O mm TO SECOND METER. 05 IN67 08 THE SMALL PROVIDE FOR ALL REQUIRED ELE+CTR>fc SERVICE ----.► � U TURN 7 28 28 32 NOOK-UPS. SEE PLAN FOR CONDUCTOR Sim. W 03 FURNISH AND INSTALL EVP DETECTOR MF/IG. PER RIV. COUNTY STD. 1202. ► i' 40 FURNISH AND INSTALL TYPE V PEC WNIT IN SE.R"M CABINET. R7J J(CA) i Q FURNISH AND INSTALL. MIST ARM MOUNTED SIGN AS SM M ON PLANS, „ PHASE DIAGRAM 105 PER STANDARD PLAIN ES-7N. SCALE: 1 = 20 FURNISH AND INSTALL #6 PULL BOX. "�``-2'C:(1) DLC C FURNISH AND INSTALL PULL BOX. 5 0 to 20 3D Q ® FURNISH AND INSTALL 3 SChM�.E 80 PVC CONDUIT, PER S.C.E. O _ . CONTACT S.C.E. PNMNNER (WL RCSAM x (909) 930--8453) 46 MOURS AFORE BEGINNNAN6 NVOFiK. I �5 Q l 9 FURNISH /MID INSTALL 3" SCM�.E 90 PVC CONOW MATH 45 DEGREE EL9OW5 fM.S. 4243 COUNTY ).P. 10002 3 i � 12-PAIR 19 NNTERCOMMEC I CABLE FROM THE CONTROLLER CMNET AT � DIAL TMA rrORKNN6 PUW CWCK E I GISTRATION MUMS" DAIS SK �ED NOTE: � I rn LL MC CALL BLVD. & "ERITAGE LANE RD. TO THE CGNTROLI.ER CADINET AT BEFORE am mom APPROVAL 6Y C01R�TY � °r � � ' PROP. C/G MC CALL BLVD. do BRl66S RD. PULL DO= SPILL BE #6 PULL. BOX TYPE YOU DIG You DNa 40 7 Q •l •l AND SMALL BE SPACFA AT 500' 11040 II INTERVALS. w TRANSPORTATION IS FOR _ + - TOII. FREE 811 AS TO COIN M WITH APPLICI�LE COUNTY STAB THE COUNTY C i � ' PROP. S/W 10 FUR NISM � INSTALL MOM VIDEO DETECTION ClM�. VloEO DETECTION TO � A WOW SERVICE BY UNDUM O M 300M /i.FRT AM P�TM. / 13E MOIAITED OINTO MLIRSi' ARM. Ca1MN S FOR POLES C �! G ARE TO 9E I�PON Rl56R5. R1fGHT—�—WAY OILY. NOTE: CITY OF MENIFEE ENGINEERING DEPARTMENT SEAL ,m SERVICE ADDRESS: CITY I.P. 09-012 WORK CONTAINED WITHIN THESE PLANS o QROF E S S�p � _ �` ERT Kqy yam , w".rhengF�er.cvrt, CITY OF MEI*I-FEE Z SHALL NOT COMMENCE UNTIL AN Q F ENCROACHMENT PERMIT AND/OR A ti StGNAI ENI=RG�ZED: SHT. GRADING PERMIT HAS BEEN ISSUED. f � � �C S ; RE No.2028s 4000 Wes" Pam. S,ice 280 5 �of .THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE PM °$ ASSURING THE AccuRAcY AND AccEPr mrrr OF THE DESIGN PI�oN. % * Exp.9/30/13 yr Newport Beach. CA 92880 /"' T Mc CALL BOULEVARD AND HERITAGE LACE ROAD ' �^ ( IN THE EVENT OF DISCREPANCIES ARISING AFTER COLIMY APPRGYAL OR ` P: 9a19.474. F: 9 .474.0902 N DUNNG CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE�GNSBLE S C I V 1 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING TM PLXIG FM APPROVAL BY THE couNrir. DATE BY MARK __---..__--.._..._....__._.____-__-___._.----...___......._... ......_._:_ CITY Q APPR. DATE fit/ e�-���" DATE TgTF OF CA��F���\ �'� 1<'�.�.....�---_.- S 7�►1 13 SCALE: FOfi. Oq� PAC � F ENO. S(,W � 8S z ENGINEER REVISIONS 9 COUNTY RaBERr lGMwll R.C.E. No. 20�6 ®p. 3 H: 1"=20' V: NSA o� 10-16-2014 PROP. WEI) MED" PROP. S/W TO CONTROLLER CABINET T): 22Y 1 AT HERITAGE LA%E DRIVE C"STRUCTNIN TES PROP. C/G (APPROX 1200' CL M CL) C CTOR SCHEDULE FWRNISM AND NGT^.L TYPE 179E CON I ROLUR 332 CARNET cummff SRE me RIM mI=R rL PER SPECPL Wffm wouty SYSTEM TO ACCOMODATE AWG SIZE r 3' 4' C 3' C 4* PER P 9100". TO K DETERININED BY OR POLE UfT SEP"m migm CAMWT. ENUINMR 94 THE FIELD. BE 31: CNU TYPE ,A� I /A3\ A4A5 A6 zl� 12Wl2WV UWAL W-M SERVICE CC x FOMW " INSTALL - TO POLE A fiM N= TO BE gufmMmU. EQWPMW U- ONE 12 ----------.............. ................... ...... ............... METER AND To BE 9911MVIIED TO SECOND METER. muzu B - 1 - THE COMM FOR ALL RE96VM ELECTRIC SOME C 1 - FOR COMUM SE ................ ...... .. ...... D DETAIL-A 2'C:(1) DLC 01 02 0.3 04 03 NW^A. EVP GIE I EC I WJQ PER RIV C06WTY SM. 1202. 3 E ■ 7. AND RUTALL M Y PEC 6"T IN SUM 0411NE F I HSTftk POST WAM SIGN AS NOTM ON PLANS. ' ( a ©RED .40H AND .......... .... ........ ...... .......... G F60100H AM NST&L #6 PULL sox. - 4 1 3 TOTAL 1 2 FURNM AND MOLL #8E PULL BOX. 112 2 2 1 2 2 2 2 2 YELLOW - 105 06 07 . 08 55 22 INSTALL MAST ARM MOWNTM SIGN AS SHOWN ON PLANS, pjRNM AND INST 0 uAmokm 2 2 2 2 2 1 2 2 2" PER STANOM PLAN ES-7N. a I FVRNgH An MT&L .30 _qG"gpI,,U 80 PVC M11101iff, PER S.C.E. 02 GREEN 165, CONTACT S.QL SERVICE P6"W (real %M 0000p, ROS 04 - - - DLC (90) 930-114W) 46 MOWRS DEFUM 1IM111114 . WM- MEDMN CONWT WITH 45 DEOME ELBOWS MPE on 08 1 1 1 PROP. P411190 00- 1 FIJRWH AND INSTALL 3* PVC TOTIOL 1 1 1 2 1 1 3 "414% F44AM DlgbPdM AND 12-PAR #19 INIucomacr QvhE TO THE CWROUM CMWT AT PROP. S/W SVLL SE #5 PULL BOX TYPE AND VIDEO CAM (PO1WR+COAX) 1 1 2 2 1 1 1 3 1 MC CALL & HERITAGE 6W RD. PWU� DO= 02 AND RUN SNAWLTANEOUSLY 1 1 2 2 1 1 1 PROP. C/G SMALL uE 9174m AT am' mAximum 00ERvALS. EVP CABLE 11 INSTALL TENON ON M06T ARM FOR FUTWRE VEMIC.Al SQNAkL HEAD CONDUIT FILL ENTAIGE 1 1 3V 4X15 1�L4%1 8X FOR FUTURE USE FUMISH AND INSTALL ITEM "MG DETECTION GAMEW CROM m 11E M061M ONTO M7 MGM UPON RISER. VIDEO DE 18' 12' 33' _i�3' 4' 14' 12' 17' PROP. S/W UIL t PROP ADD 3mC AND PULLROPE TO B.C.R. STATION 71+14 FOR FUTURE SIC. 10 CONDUIT TO TERMWTE IN A 16 PULLBOX. DETAL-A ADD 3*C AND PWLLROPE TO FROJWT LIMITS FM FUTUM SIC. ADD 3% AND PWUJWK M 2 4 COMMIT M TUNWE IN A #6 PROJECT 2 C: 4 12, 10 PULASOX. CONWT TO TGRMTE IN A #6 F LaNItTS FOR 5 . 2*C: 3 ACE) PROP. S/W B R I G G S ROAD 6 02 ' ' -PROP. C/G Mulox. 4 . .... pw S'V R/W PROP. S/W PROP. S/W 5 - - - - - - - FIRM C/G PROP. C/G PROP. C/G R/W(:E� R/W 4 OWOP . . . . . . C4 ...........`7 OD 7 03 .............. .............................. ............. .............. R9-30 2-C:(1) OW ............ ........................ 6 ....... .............. ....... ...................... .......... ....... - - - - - - - - - - - **4 go ................. ........... %_ 2*C:(l) 9LC 5 R9-30 C4 --Fl 0 C4 04 C) C44 3 C14 ^C44 'C4 405' TO BACK r R.3-8 [�� � �I 1 405' TO BACK 49+00 � �� I OF LIMIT U '510+ 00 9 � / ­ ­ 52 f-00 OF LWIT C17Y OF MWEE 5 + mvmm coutm 03 J* R73-5(CA181 qr 'C4 12 02+3 1* 1 =F= C4 C4 MAIL-A C14 C4 N U. 41q 1' 9 R9-30 C14 r - ---- - -Amp, ANNEMNEL SL C DIKE R/W --mm--A AL-amm-mmum AL-jammommEL.A mq�Tftmmmw It-7 /W R W � I (�) 08 R R W PROP A/C ME-, 2*C:(1) DLC PROP A/C DIKE- DLC 4) 3 ro -PROP A/C DIKE POLE AND EQUIPMENT SCHEDULE 67% of Menefee STANDARDS VEH. SIGNAL MI6. PED. SIG. P.P.B. POLE LOC. L.E.D. SHAFT MOUNTED I.I.S'N.S. COMMENTS CN No. SIGNAL LUMEN. (SEE %SM 3 R iverside County TYPE -HEIGHT M.A. M.A. ,MAST ARM POLE MTG. 0 QUA A B J,Luminam AM jM 4 OF 41 ,3A 19-4-100 %N 0 25' 15' 2-MAS SV-2-TB S& 3' 20OW- Mc Coll F=14' OB 1-A 10 0 - - TV-1-T .3 1" 20 13 oc 19-3-100 301 301 15'A MAS SV-2-TB 3 200WAI Br*s 8 -0 1 501 5 0 1 30 1 OD 29-5-100 30 15' MAS SV-1-T SP-1-T - - 2' 4' 20OW MC Coll is f - 0 - - 4) 15TS 30 15 SV-1-T 4 3 12' 3' 20OW A 'K F M.S. 42 COUNTY I.P. 100021] 29 5-100 , 30 15 4 3 15' 3' 20OW DIAL M WORKINIG CKCK 0V1E1r40ff E149RCO IREWPATION I4UMKR DATE SIGMM NOTE: 1-A 1 TV-2-T SP.-1-T [10' t 3, BEFORE DAYS 111916m /3 VP APPROVAL BY COUNTY NEXACT POLE LQQATIQNS DETERMINED BY FEW ENGWEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. ym YOU DIG JL - /3 TRANSPORTAT" IS FOR LA42a A ROTATE LUM11`4AIRE 9(r LEFT. TOLL ntm *"MM�MAf' AS M CONFORMANCE W" *pUC#AE COUNTY $7AM)pM THE COUNTY ROAD '-55' SIGNAL MAST Aft. A PUBW SENCE BY UNDERGROUND SERYICE AMU AM PRACTICES. RIGHT—OF—WAY ONLY. * POLE SHALL ACCEPT FUTURE 50 SEAL Twu Comm Pmm STU= SERVICE ADDRESS: CITY I.P. 09-012 NOTE: CITY OF MENIFEE ENGINEERING DEPARTMENT TMK CONTAINED WITHIN THESE PLANS TF4019PMATM P6011"m DMOMMOIL ON mu n SHALL NOT COMMENCE UNTIL AN www.rkencjinser.com CITY OF M E N I F E E 3 m ENCROACHMENT PERMIT AND/OR A SIGNAL ENERGIZED: SHT. GRADING PERMIT HAS BEEN ISSUED. rT, m NEWPM ff" TRAFFIC SIGNAL PLAN o RECO f&20285 4000 Westerly Pkm, Suite 280 Of 5 SM. 01 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSISLE FOR Exp.9/30/13 Newport Beach, CA 92M Mc CALL BOULEVARD AND BRIGGS ROAD D I — 0 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. P: 90.474.OW9 F. 949.474.OW2 I IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR L"I V C*4 DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE FOR: CITY TF: 11 0 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS OF CA0� DubL I Ll SCALE: STAjfDAM PAIMC JfQM FILE N FOR APPROVAL SYTHE COUNTY. DATE I BY I MARK REVISIONS �APPR. JL DATE Raw Kom R4L ft 20M Of Jgf 15 H: 1 omnl V. W-A 95�-'w w EWANEER COUNTY 6"Pu r4' 10-16-2014 TO CONTROLLER CABINET 10 AT HERITAGE LAKE DRIVE (APPROX 1200' CL TO CL) MEDIAN RAISED CONSTRVCT�i DOTES THIS SHEET): °` /�' t- DETECTOR PLACEMENT DETAIL � � CONDUCTOR SCHEDULE •A• c z FURNISH AND INSTALL TYPE 170E CONTROLLER IN A TYPE 332 CABINET I LET L ALL DETECTORS TO BE CENTERED PER SPECIAL PROVES, WITH BATTERY BACK-UP SYSTEM TO ACCOMODATE AWG SIZE 3" CONDUIT SIZE AND IiIdN IwIABER t �,//NF�MI FLOW LINE 5 ! X_'N(�iIX AN MIME, t OT?1ERWISE NOTED OPERATION PER PT& DIAG M. F LOCATION TO BE DETERMINED BY OR POLE OR CIRCUIT 3 4 4 4 3` 3' 3' 4 2-4 OR ED6E OF SFIOULDER v Y EN(11 IN THE FIELD. BE %IA L BE IN lTE MVQM CADET. CABLE TYPE 0 /,� /e\ m 3 3 TURNS �m TH RU TIiA M LANE (TYP.) Q2 AM MrSTALL TYPE MI-CF 12GV/240V �K NITER SERVE /v\ I r \ A �° X BICYCLE Mom) EQUIPMENT ENCLOSURE. SIGNAL AND CIS TO BE CQNWCTFA TO ONE POLE - A - - - - - - - - - - - - - - - - - / DETECTORS i METER AND SAFETY L�iTR'M6 TO BE COM'IECT ED TO SECOND METER. 12 T61IWi I (TYP T'M'E CONTRACTOR SKILL PROVIDiE FOR ALL ELECTRIC SERVICE cmom I CONDUCTOR C HOOK-UPS. SEE PLAN FOR SIZE. _._.__ _._.._.__ _...._...__. ..._.._.... ._... •.� Q3 FURNISH AND INSTALL EVP DETECTOR MEAD PER MY. COUNTY STD. 1202. D - _ 1 _ 1 _ 1 _ 1 _ 1 _ - _ - _ - 1 _ I _..____... ___._..._.__ _ L;R.C.R. _ _ _ 2"C:(1) DLC SCE VAULT 1 , , 4 RX ISH AND INSTALL TYPE V PEC UNIT IN SERVICE CST. E 1 _ 1 _ 1 _ 1 _ 1 _ 1 - _ _ _ _ _ _ 1 _ - - - P5645222 6I 10 60 15 60 30 6A 3 F _.__. _ 1.... 1 1 1 �• ■ 50 RM41SH AND MALL STANrDIARO MOUNTED SIGN PER CALTRANS STD. PLAN OOIlDLICTOR ______ _. . _........_. G _ - — _ -1.... 1 1 1 1 1 A: FOR A AND V DNOON5, SEE POLE RS4, AS HATED ON PLANS. OR As ol�Ecr® er — ..--._..... ... - . ......_ _ 6 AND STALL PULL BOX PER CALTRAMS STD. PLAN ES 8 - - H - - - - - - - - 1 1 (MICAL POLE PLACEIdENT, SHON ON PISS) 01 02 03 04 7� FURNISH AMID INSTALL #®E PULL BOX PER CALTRA STD. PLAN ES-8 _ I 1 - - - ' SIGN STA ARD PLACE�►kENT Di E�ISIOI�S 68' S5, �• m od► ----� ® FUI i ANo STALL MisT ARM moutc D sm As SIim ON PLa�ls, TOTAL 5 1 1 1 2 3 3 8 4 P NT LQ T 0N$ PER STANDARD PL MV ES-7N. #12 I.I.S.N.S. - 2 2 2 2 2 2 2 2 4 J �- ® FBI ANID MMST�L 3" 80 PVC TO UNOERGROUD #10 LUMRVm;ES - - - - 2 2 2 2 2 4 165' VAULT P5 =, PER S.C.E. REQU}RE#NEIMTS. S.C.E. SERVICE PLANNER 02 - - - - - - - 2 2 2 05 fi �7 $ (VAL ROSALES (909) 930-8483) 48 HOB 8E�'0RE t�6#I�ING WORK. PROP R04SO MEDIM :' .. � 1® FlJII !� Ii�TALL 3" PVC CONDUIT WRH 43 DEGREE ELBOWS DLC 04 — — — — — — 1 --__-._ _.__...... ... _....... PROP. S/W I 9 --�. !� 12-P INTERCO�IECT CALM TO THE CONTROLLER CABINET AT MPE �' >a5 - - - - - - - 2 2 2 5J9t1 I MC CALL & HERMITAGE LAKE RD. PULL BOXES SMI LL BE #�6 PULL BOX TYPE AND _. , 9WA SHALL BE S AT 500' MAJ6M1 A INTERVALS. 08 1 1 1 1 1 1 - - - 1 PROP. C/G I ON 03 a ) TOTAL 1 1 1 1 1 2 - 4 4 6 3 11 INSTALL TENMON ON MAST AN FOR FUTURE VEHICLE SIGNAL HEAD O - - - 10 PROP. S/W VIDE CARE POW+CW 1 1 1 1 1 1 2 I i �_J� PHASE DIAL FIRM 12 FBI AND INSTALL ITERIS VIDEO DETECTION CAM VW EVP CABLE - 1 1 2 2 2 1 1 1 3 I PROP. C/G * VIDEO DETECTION C�MME�1 TO BE MOURTEC ONTO WNST ARM UPON RISER. CONDUIT FILL PERCENTAGE 13 14 5 5 15 4 19 5 18 12 f33 I , ` 02 AND A5 SMALL RUN SNMUITAMEOUSLY t- 1 INSTALL PROPOSED REFLECTIVE STREET NAMIE SIGN ON TOP Of I ;�tt , 4 1# 12 , 17 2 4 TYPE 1-A PALE. l FOR FUTURE USE 2"C:(412, (410 i 2"c:(3} 6 (SERVICE) INSTAL sm PER CALTRANs STD. PL�tN Rs4, As MATED ON PLANS. 5d11 7 1 ® IMSTAI�1 TYPE "E" (MWFU) BICYCLE MU MA PER COUNTY OF RIVERS ADO 3"C, #12 TRACER W STD. PLAN 1291. AND PULLROPE TO B.C.R. STATION �' ANC 3"C, #12 TRACER WINE AI+IC PULLROPE TD PROJECT L91AR5 FOR ® PE E5TR1M1 BARRKAX WITH SIM, TYPE AND SIGN AS INDICATED ON PLAN. 37+14 FOR FUTURE SIC. COMM ; �;� 10 FUTURE SIC. CONDUIT TO TO TE LATE IN A #6 PULMX. ATE IN A #6 PUII.BOX. (APPROX. 1340 CL TO PULL BOX) PROP. S/W ADD 3"C, #12 TRACER WIRE AND 02 co . —PROP. C/G TO PROJECT LIMITS FOR B R I G G S ROAD _ 5rc. CONo�T TO 6 - -----' TE�RlM�tTE IN A #6 PUILBOX. . _ _- " R/W (�PRAX. 1492' CL TO PULL BOX) PROP..CC/s PROP. S/W 7 6 - - - _DOC 201 1-0481 1 56 PROP. S/W / PROP. C/G � - - _ — - — - R/W PROP. C/G R/W , I , 6 TRACT 34180-1 MB 429/43-45 TRACT 34180-1 M8 429/43-45 TYPE 1 WITIi - IOC 2011-Q"1156i --i►� • 7 - - — - - cr pp 9 O03 04 2"C:(1) DLC _ 4 5 -3 ip 0 TYPE 1 WITM R9-3 - -) � e R9-3 5 � 2"C:(1) DLC _ � � V 12 ' (�) > e 6 PROPOSED RAISED N ....�_ MEDIAN iv f1 it in c 5 m - `Iri % 3 TYPE-N AND it ZD' it 405' TO �K _rr - ff�}} � � � R9-3 5 R4-7 � �- 4 6 + 0 v 8_ R3-18 � 1 ;-� OF LIMIT LINE - _) �) _i �, 1,__{_. ( 0` 0 '-� ' ( 405 TO BACK - , -- --- ----------------- ----- ----- ----------------------------------------- -- - ---- ---------- --------------------------CITY O� MF7�11FEE-------' i-�__ 6 is � OF LtMiT LINE -- 11 . . . .. . - Rli✓ERSIDE COUNTY---------------------� -�--------- - - - - --------------------- ----- - -- ----------- -----=-`----------------------- w EX POWER POLE , ®R73-6 (CA n PCURB AINTED IS TO BE - �2+OlA �2+OlA 05 '2 a 1040 INSTALL. TOP MOUNT p I 3 V V_ _.. __. ............... ' EVP PER CALTRA NS �' �5 5 R9-3 _ _ _ _ STD. PLAN ES-4E ' _ � � 4 - _ - _ _ .-- - --- - - ROAD ATLAS 259 " aj R/W �' S Cl 5 C 5 - - - 5 - - R/W _ — — R/W — — _�_ c&c _ 2 C:(1) DLC ROAD ATLAS 259 5 R9-3 14 W1-7� 0 © ROAD /ATLAS 259 � ROAD ATLAS 259 EX. C&G 2"C:(1) DLC 1 EX. CdcG EX. C&G 34' 2 5�0' 6' 55' 3 32' 4 LTYIVE_NF4� LE AND E =1 P1 EDIT SCHEDULE 67% CityOf Menifee sT,�ID�Ds VEH. SIGN Iw1TG. PED. SIG. P.P.B. POLE IOC. L.E.D. SM - MI�UIrrED NO. SIGN LUMIN. H.P.S. COMMENTS TIE HEIGHT M.A. MA. MAST ARM POLE MTG. 0 QW A B qWv d ( SPEC ill �) 33% Riverside County A) 19-3-100 30' 20'** 15' 2-MAS - - - - 3' 20OW Mc CGI F=15' N ........... . . ..... _ _.. ............................................... _._.... . . . ..._ .. ...__ _ ....... . _....... .... . ....... .. .. ............... ........ ... .. . . . ..... _. _.._ 1-A _10 - -- - TV-2-TB - - - 3' - - - .... ............................. ........ .. . ..... .......... .. . __ ..._ . ._.. ... ...... ... .. .. s 0 1-A - - - - - - 3 - - - a 10' TV-1-T ......... ........ 1-A 10 - - TV-1-T - - - S 3' - Briggs SR m NK SI6lN SI ILL K RFfLECTRyE � _ ...... ....._. ...... .. . ... . .._.......... ...... .__ ...... _ . ..... ._. .......... ...... _.. ......................................... .......... p 1 A 10 - TV 2-TB - - 3' - - - - N O ........... ............, .......... ... ......... ........... ................ .... ... .......... ... ...... _.........,.., ... ..,...... ...._........ .......... ....... -. .. .................... .....__ .......... ....... .................. .. ........ .......- — ..._..__. ._......... ._............ .........._........ .. .... . ......._ _ ... ... ...... .. .. ..... -... ... .._ O F .. . F 29 5-100 30' 50' 15' IDS SV-1 T SP-1-T 5' 6' 200W Mc Cc#1 Sty U .. .... ....... . . .. ...... . ......... . . ........ ...... . .. .._ ....... ....... _ .......... . _ _ __ M.S. 4243 COUNTY I.P. 100021 G 19-3-100 30' - 15 - SV-1-T - 4 3 10' 3' 20OW Briggs Wm Tm BOLT ON PLATE � ...... ........ . . . . . ..... . ... .......... ...... ....... ._ . . .._... .. .... - - - -. ..._- _ ..........._... ......__ $ Ili CHECK OVERSIGHT ENGINEER REGISTRATION NUMBER DATE SIGNED NOTE: 29-5-100 30' * 15' - 4 3 12' 3' 200i - R1i TItIT BOLT AN PLATE >. ,DIAL TWO . __ .......... ...... ........ . . . ................................... . _... ... CL YOU DIG DAB m All � -70 2 1p- 9 ,1V APPROVAL BY COUNTY _ 1- 10' - - - TV-2-T SP-1-T _ _ 5 3, _ - SCALE. 1 = 20 TRANSPORTATION IS FOR TOLL � 811 PROVED AS TO CONf�Mr�ICE WITH �PUCA$LE COUNTY STANDS THE COUNTY R0� ■EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. A PUBLIC SERVICE BY UNDERGROJND SERVICE ALERT AND PST g, RIGHT-OF-WAY ONLY. * POLE SHALL. ACCEPT FUTURE 50'-55' SIGNAL MAST ARM. 'MODIFIED FOR 19-3-100 POLE. 5 o to 20 30 NOTE: ---- CITY OF MENIFEE ENGINEERING DEPARTMENT SEAL ors Pic sr SERVICE ADDRESS: CITY I.P. 09-012 14-014 �K CONTAINED WITHIN THESE PLANS QpOF E S S I py � / m o q� roRunoN Pe�nc • ta�vnaENT+� c 29992 & 29994 McCall Boulevard SHALL NOT COMMENCE UNTIL AN ��Q` APT l(q � www.rkenginser.com 3A w ENCROACHMENT PERMIT AND/OR A --- 5 Q 'yti �� en9 SIGNAL ENERGIZED: CITY O F M E N I F E E SHT. -o o GRADING PERMIT HAS BEEN ISSUED. rn -- — — _ _-- - — I?OA%fflc SW14AWL N E RECQ�IMEND BY Igo.�s5 westerly h, C 926 2� THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPOf�SIBLE FOR ---- , Exp.�.�v�1 5 Newport B86CI1� CA 92 '�O S,G,� Vr 5 �'�• C p IN THE VENT �cSCREPAND ACCEPTABILITY ERCOUN COUNTY VALON. 'Q ,�i * * P: 949.474.OM F: 949.474.0902 Mc CALL BOULEVARD AND BRIGGS ROAD DESIGNI 1I I IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR - --- C I y DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE E .✓ I � w " :J�1m �0Ir� r p FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLAM FOR APPROVAL BY THE COUNTY. DATE BY MARK REV APPR. *DTE ATE 9rF pF CAI ���Q� /�}� �. -,-- t CITY c z REVISIONS p L .... .. .... .... ��......... . . Dole:_........ Z 9 . ............. SCALE: FOR: ST PACJWC IWIM ENGINEER CITY I�AfA� H EZ ,E. No. 9WAR Fop. H: NVA V: N/A FILE N0. o 10-16-2014 CON OR SCHEDULE AWG SIZE r r 2' r 3" 3• OR POLE OR CIRcu CAM rff NPLA rD GATE — 1 1 1 1 12 CONDF= � - -- - ---.....__............. _._..... ._ .._._ . .. ._ TOTAL #8 — CONDUIT FILL PERCENTAGE 0 INSVILLAra Or / A. 4 '� / O o o PROP. S TO CONTRR Cif PROP. C/G - B RI G G S ROAD 7 AT I1kGIL.L 8Lw. WOMx 1 — — 1 L) / - - - - 7 j g 5 15_5-1P / a 2 CONSTRUCTION (MOTES (THIS SHEET). �1 FURNISH AND INSTALL TRAFFIC SIGNohL HOUSE. (INS1'ALX014 5Y OWSF) _ _ __.._ ........... _ — _ 5 02 FURNISH AND INSTALL RAILRW POST WITH 32' GATE PER MUTCD 3 SECTION 8C.02 (INSTALLATION BY BNSF) / 03 FURNISH AND INSTALL TYPE MT) TRAFFIC BEARING PULLSOX S WITH TYPE L-2(CA) OBJECT WIMER (ATM AIM BY BNS11 �, 5 6 —8 ® FURNISH AND INSTALL POST MOUNTED SIGN AS INDICATED ON PLAN N 8 • ( - • r ....._ �5 FURNISH AND INSTALL PEDESTIitMI !G WILE 5�' E (5• X 3). 1 ; _,_ � ;( ,, / � / / CITY OF AN&WEE © FURNISH AND INSTALL POST MOUNTED SI61>'1 AS INDICATED PER Plhltl. — a / 1, CITY COUNTY' 07 FURNISH AND INSTALL 3" SCHEDULE 80 PVC COMM WITH 45 DEGREE `~ �, R15—gg 4 $ ELBOWS AND PULL ROPE. R 15-1 P 2 _ — PROP. Col G PROP. AC BERM 6 -8 3 /f 2 3 / DIRT / / EX. DIRT / M n, i59% City of Menefee g n 41 % Riverside County SCALE: 1 '0' _ o 0 5 0 10 29 30 0 fM-S. 4243 COUNTY I.P. 100021 0 a DIAL Tft WORKIM PLAN CHECK OVERSIGHT ENGINEER REGISTPATI NUMER DATE SIGNED DOTE: BEFORE DAYS SORE APPROVAL BY COUNTY YOU DIG TRVSPORTATION IS FOR TOLL nta 811 APPROVED AS TO CONFO AME WITH APPUCABLE COUNTY STUDS THE COUNTY ROAD A PUSS SE,ROM 6K UNCERGRCXM 561 AUM 12I4ICTICES, RIGI'IT—OF--WAY ONLY. NOTE: - CITY OF MENIFEE ENGINEERING DEPARTMENT SEAL ROFESS/o IMF PAII�B sro SERVICE ADDRESS: CITY I.P. 09-01 2 � WMK CONTAINED WITHIN THESE PLANS Q Nq _ s SHALL NOT COMMENCE UNTIL AN e`�� F TROMPUM� PrrN arc m ENCROACHMENT PERMIT AND/OR A �``� ERT K9,y,G c� www.rkenginser.com SIGNAL ENERGIZED: $ , GRADING PERMIT HAS BEEN ISSUED. y CITE' OF MENIFEE 4 _ TRAFFIC SIGNAL PLAN N0.2D285 RECOMM a000 westerly Place, Suite 280 W THE PRIVATE ENGINEER SIGNING THESE PLANS l5 RESPONSIBLE FOR EX 9/30/13 Newport Beach, CA 920W Or 5 sm. O ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN?WWON. * p * P: s49.474.�s F. s49.474.�02 Bf�IGGS ROAD RXR CROSSING IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY AePROVK OR �_ -` N m DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPOI49 KE (v 2 T1wt-I c SlamL W I L— �10T J3I✓ W14E-)TR LCIT�0 sT C I V 1\ �P p FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS DATE z FOR APPROVAL BY THE COUNTY. DATE BY MARK REVISIONS APR. DATE �� �� 9�F OF Cps �F4Q� �-�'�"�" oo�r f-1 f FOR: CITY c ENGINEER COUNTY I�oeExr l4MIN R.c.F. No. z 13 SCALH.. 1"=2Q' �: NSA ST PACIFIC BLS FILE N0. �+ 9sb- ww 10-16-2014 BACK QONP �y wg4,rQLTS EMERGENCY VIDWLE 0 24' A M WYE 8 A-307) PRE-01IFTIM DETECTOR 6 l' TRW49LE DIK 60-08 1/4" "AMP SEE ELEVATION PL TOP VIEW F43WVAME cAP MM TM FM 6' 60) LOOP DETISC I SAWCUT DIETARL LJ. o MOW ARM 7/16-0 Is" IN WIMP 00 DOURRED SUP1:4M WMH A TYPE 'F* 0`YPIM FM 8' MM) LOW I 19111i I W" ;0ZOIN CLAMP Vic 'L6"T POINT SONW (PLOT P" ............. .................... .................... ............. I-Ill M6E,w/GROMWt I" WIL APPROM "klU—/ IN P96E (FEW MLLM) TWT VAWTIWX Box 10' NOTCHOR DRILL ................ ................ .............. ................... ......................... RIV. CO. SM. 1202 FOR DFWWAGE 391 N.T.S 15' ELEVATION TV. TYR TV. ................ TR*"M SKNW POLE MOUNTING FOR OPTICAL DETECTOR DETAK 118118 STRAIGHT ARM MOUNTING AND CLAMP DETAIL TYPE nEm LOOP PLAC6106116T NAIL al! "A* an 6m OR 15 IN le AM T =)MG. SM POLE 9MME OR AS OREM Of 01011IND fi DIMENSIONS QUADRANT DETAIL FOR PEDESTRIAN/EQUESTRIAN SIGNAL STANDARD PLACEMENT PUSH BUTTON LOCATION AND EOWIPMENT LOICATHMS t2 O rM.S. 4243 COUNTY I.P. 1000211 PLAN CHECK L OVURSMT EWW4M REGIMTION NUMBER DATE SIGM NOTE: DIAL BEFORE ou 7AP APMVAL BY COUNTY :90 ym &M01 .13 6: YOU DIG '�fr TRANSPORTATION IS FOR TOLL L FREE all AS TO COWORWMCE WITH APPUCABLE COUNTY STANDARDS THE COUNTY ROAD A RAW SERVICE BY UNDERGROUND SERVICE XJW PRACTICES. RIGHT-OF-WAY ONLY. NOTE: CITY OF MENIFEE ENGINEERING DEPARTMENT SEAL mm gwll� man srna Q TY 1.P. 09-012 —WMK CONTAINED WITHIN THESE PLANS E S S/0� TOWISMAM 1,104114m vallfalmENUM -8 SHALL NOT COMMENCE UNTIL AN K'44' Cd www.t*enginmr.COM CITY OF ME ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. ETAI U4 NEWPM BLAM D is 0 REC No,20285 4000 Westedy Place, Suite 280 a' THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 5 0 ASSURING THE ACCURACY AND ACCEPTASIUTY OF THE DESIGN MWON. Exp.9/30/13 Newport Beach, CA 926W SG# PLANS OF SHTS. 0 P: 949*474*0" F: 90*474,0"2 TRAFFIC SIGNAL & LIGHTING I IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR C"I C "y DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALI BE RESPCNIOLE I,/lt� -C /=Rn LE SOLUTION AND REVISING THE PLNIS MARK APPR. DATE DATE FOR: CITY FOR DETERMINING AN ACCEPTAS DATE BY 0 FOR APPROVAL BY THE COUNTY. 'Awwoow PAC 'ffQ= FILE NO.�S� ��� REVISIONS RM KW P.C.E. ft. 9m!gNLq E* *W13 SCALE: V: STANAN ENGINEER COUNTY H: -VA 10-16-2014 GENERAL NOTES CITY ' OF M NIF sEcoNalRY 1. MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION AT TIME OF PERMIT ISSUANCE OF RIVERSIDE ACCESS COUNTY ROAD IMPROVEMENT. STANDARDS & SPECIFICATIONS COUNTY ORDIMWE 461, CALTRANS STANOIW FM 74 PLANS AND STANDARD SPECIFICATIONS, CAUFORNK MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, AND '_� ­%� l THE SPECIAL PROVISIONS. HERITAG LAK PHAS IV �AfrIGFiIIN �. 2. NOTIFY UNDERGROUND SERVICE ALERT, (800) 227-2600, AND ALL CONCERNED UTILITY COMPANIES AT LEAST TWO WORKING DAYS IN ADVANCE OF EXCAVATION. PR~Y � LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE. THE DEVELOPER/CONTRACTOR SHALL DETERMINEACK ON TRAFFIC SIGNING & 'STRI ACCIE96 DOUBLE THE EXACT LOCATIONS AND VERIFY CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE NG PLAN 215 Mcx�LL BLVD. �� TrE DEVELOPER/CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR DAMAGES OCCURRED DUE TO FAILURE TO '� AVE. LOCATE AND PRESERVE UNDERGROUND UTILITIES. HAND DIG AS NEEDED UNTIL CLEAR OF OBSTRUCTIONS. (TRACTS 34406� 6) NOm 34406 THRU 3. TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND IN STANDARD SIZES. SWSON RD STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS. STENCILS FOR PAVEMENT AND �� Cowm Cm, Sl i MARKING SHALL MATCH CALTRANS STANDARD PLANS. C O MOTES %im NVEX 4. REMOVE CONFLICTING STRIPES, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH 1 PANT MIEDW ISLAW STRIPING WITH RAISED MARKERS PER CMUTCD STD. DETAIL 29. 2,027 8,224 LF CMUTCD ID DESCRIPTION NO. DESCRIPTION THE PLANS AND AS APPROVED BY THE MENIFEE CITY ENGINEER AND COUNTY OF RIVERSIDE. WORD OR SYMBOL 2 PAINT f SOLID WHITE EDGELINE STRIPE PER CMUTCD STD. DETAIL 27B. 2,887 323 LF TYPE N WARNING SIGN 1 * TITLE, NOTES, VICINITY, INDEX, QUANTITY PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING 3 PmT gr Sam WHITE STRIPE WITH RAISED MARKERS PER CMUTCD STD. DETAIL 38. 600 4,335 LF NEwPOI T Im. THE WHOLE MARKING. R1-1 STOP 2 * BRIGGS ROAD 4 APPLY TINERIMOPIASTIC ARROW MMRKnrG TYPE N PER CMUTCD. STD. 2 43 EA R1-4 ALL WAY 3 Me CALL .BOULEVARD 5. ALL CROSSWALKS SHALL HAVE 10 FEET SPACING IN BETWEEN THE 12 INCH WHITE OR YELLOW STRIPES. g PW C DAD WHITE STRIPE WITH RAM MARKERS PER CMUTCD STD. DETAIL 12. 0 11 496 LF 6. ALL DOUBLE YELLOW STRIPES WITH 3 INCH PAINTED .BLACK LINE SEPARATING THE YELLOW STRIPES. % 6 APPLY THERMOPLASTIC 12" SOLID WHITE CROSSWALK OR LIMIT LINE PER CMUTCD STD. 35 LF R3-7 RIGHT LANE MUST TURN RIGHT 4 HERITAGE LAKE DRIVE (S-N) 7. PROVIDE PAINTED TRAFFIC STRIPES IN ACCORDANCE WITH THE PLANS. PAINTED TRAFFIC STRIPES AND PAINTED 7 PAINT 6" DISHED WHITE STRIPE PER CMUTCD STD. DETAIL 39A. 0 2,856 LF R3-18 LEFT/U-TURN PROHIBITED 5 HERITAGE LACE DRIVE W-E NO �� PAVEMENT MARKINGS (IF ALLOWED) SHALL BE APPLIED IN TWO COATS. THE SECOND COAT OF PAINT SHALL BE S SAIONMT CONFLICTING STRIPM/MIWM. 0 1 LS R4-7 KEEP RIGHT APPLIED WITHIN 7 TO 14 DAYS AFTER THE FIRST COAT. 9 � EXISTING SIN. p 1 Ls R7-9a NO PARKING-BIKE LANE SECTION 24, Tom, R81th9 WINA 8. APPLY PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINES, TURN ARROW LEGENDS, AND STOP BARS 10 INSTALL R1-1 "STOP" do R1-4 "ALL VM'f SKI PER CMUTCD STD. 1 2 EA R9-9 SIDEWALK CLOSED USING THERMOPLASTIC MATERIAL. OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TIMO COATS. THE SECOND 11 FWALL W3-3 "TRAFFIC W'MIL" SKIN PER CWCD STD. 1 6 EA R15-1 RAILROAD CROSSING COAT OF PAINT SHALL BE APPLIED WITHIN 7 TO 14 DAYS AFTER THE FIRST COAT. 12 INSTALL R26(S) "NO STOPPING ANY TIME' SIGN PER CMUTCD STD. 6 3 EA R26(S) NO STOPPING ANYTIME 9. PROVIDE RAISED PAVEMENT MARKERS (RPMs) WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING OR AFTER 13 INSTALL R3-7 "RIGHT LANE MUST TURN RIGHT" SIGN PER CMUTCD STD. 0 2 EA R28(S) NO STOPPING ANYTIME THE SECOND COAT OF PAINT HAS BEEN APPLIED. EXISTING RPMs WITHIN THE PROJECT AREA SHALL BE REPLACED STRIPE WITH RAISED MARKERS PER CMUTCD STD. DETAIL 22. 0 1,520 LF R61-13 CA INTERSECTION LANE CONTROL IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS APPROVED BY THE MENIFEE CITY ENGINEER 14 PAINT NO PASSING ZONE { OL AND/OR COUNTY OF RIVERSIDE. 15 APPLY THERMOPLASTIC MARKINGS PER CMUTCD STD. 2 76 EA R81(CA) BIKE LANE " V EA � ! R81A(CA) BEGINS 10. PROVIDE BLUE RETROREFLECTIVE RAISED PAVEMENT MARKERS (RPMs) ON PRIVATE STREET, PUBLIC STREETS, AND " > , � ' r /L/,� � ^�� DRIVEWAYS TO INDICATE LOCATION OF FIRE HYDRANTS. PLACEMENT OF MARKERS SHALL COMPLY WITH CALIFORNIA 17 INSTALL R28(S) NO STOPPING ANY TMI�' SIGN PER CMUTCD STD. 0 14 �► R81 B(CA) END 3 �� ^� r ' Jvo MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE FIGURE 38-102(CA). OBTAIN APPROVAL OF MARKER PLACEMENT 18 PAINT C SOLID WHITE LANE STRIPE PER CMUTCD STD. 0 1,150 LF BY THE RIVERSIDE COUNTY FIRE DEPARTMENT PRIOR TO INTALLATION. " 19 PAINT Er DASHED WHITE STRIPE PER CMUTCD STD. DETAIL 37B. 0 295 LF yy1-7 TWO DIRECTION LARGE ARROW �S�f o > 11. SQUARE PERFORATED STEEL TUBE POSTS WITH TWO PIECE ANCHOR AND SLEEVE, TELESPAf;r SHALL BE USED 0 INSTA�IL NO RV/TRAILER PAIWO SIGN PER CITY OF MENIFEE STD. 0 0 EA W2-2 TEE INTERSECTION KE w USED FOR ALL TRAFFIC CONTROL AND INFORMATIONAL SIGNS WITHIN THE ROAD RIGHT-OF-WAY AND SHALL ADHERE H STRIPE PER CMUTCD STD. DETAIL 39. 0 9,873 LF c'- TO THE FOLLOWING REQUIREMENTS (IF APPLlGABLEj. 1 PAINT 5' SOLID WHITE W3-1 STOP AHEAD o- PAINT �' WMITE CHEr/R M SPACED 3V ON CENTER PER CMUTCD STD. 0 415 rEA A r Z -' Q W3-3 TRAFFIC SIGNAL g1 / 0 o THE NUMBER OF POSTS REQUIRED FOR SIGN INSTALLATION SHALL BE DETERMINED BY THE AREA OF THE SIGN OR 3 INSTALL R3-4 "U-TURN PROHIeITET SKI PER CMUTCD STD. 0 o �1E a COMBINATION OF SIGNS TO BE INSTALLED. A SINGLE POST SHALL BE USED WHERE BOTH THE LENGTH AND WIDTH " W8-3 PAVEMENT ENDS ,r o RMOft ARE 48" OR LESS. DOUBLE POSTS SHALL BE USED WHERE EITHER THE LENGHT OR THE WIDTH EXCEEDS 49 . " 3 3 ` INSTALL R7-9a NO PARKgrG-BIKE LANE' SIGN PER CMUTCD STD. 0 21 EA V) U- ou THE 2 PIECE SIGN POST ANCHOR AND SLEEVE ASSEMBLY SHALL CONSIST OF A 2-1/4 SQUARE BY 30" W10-3L/3 R/R CROSSING ADV. WARNING z o 26 INSTALL R3-18 "LEFT U-TURN PROHIBITED" SIGN PER CMUTCD STD. 0 1 EA - / Q I � (THROUGH. SIDEWALK) OR 36" (THROUGH SOIL) ANCHOR WITH A 2 1/2 SQUARE BY 18" SLEEVE. ALL SLEEVES W11-2 PEDESTRIAN TRAFFIC ' X I- w AND ANCHORS SHALL BE 12 GAUGE. " 3 / ~ _ °- W16-7 ARROW SIGN N THE SIGN POST ANCHOR AND SLEEVE ASSEMBLIES SHALL BE DRIVEN SIMULTANEOUSLY UNTIL ONLY 4 INCHES INSTALL R61-13(CA) "INTERSECTION LANE CONTROL" SIGN .PER CMUTCD STD. 0 2 EA P - /( z REMAINS ABOVE. GROUND LEVEL. 9 INSTAIrL w2-2 "T INTERSECTK)rf' SIGN PER CMUTCD STD. p 1 W16-9 AHEAD // ' rr_ \C r 1`40, 34436-3 � o 0 Q ALL .DIRT SHALL BE REMOVED FROM THE INSIDE TOP 6" MIN. OF THE ANCHOR ASSEMBLY TO ALLOW FOR 30 INSTALL W11-2 "PEDESTRIAN TRAfW SKI PER CMUTCD STD. 0 8 EA 1J�llt(o-?�ctp "boo FT`' dtSTAt� >- INTALLATION OF THE SIGN POST. 31 INSTALL CLASS 1, TYPE E TORS PER CMUTCD STD. 0 15 EA f m Z INSTALL THE 2 INCH SQUARE SIGN POST MINIMUM 6 INCHES INTO THE ANCHOR ASSEMBLY AND SECURE IN PLACE 3 INSTALL W73A(L) "LANE DROP SfiN PER CMUTCD STD. o o Ea WITH TWO 31T DRIVE RIVETS. THE RIVETS SHALL BE INTALLED ON THE SIDE FACING TRAFFIC FLOW AND THE SIDE 3 33 INSTALL TYPE N WARNM SKI PER CMUTCD STD.(N-1=YEL.LOW, N-2=RED) A. � 7' � EA w = OF APPROACHING TRAFFIC IN ORDER TO ACHIEVE THE MAXIMUM BREAK-AWAY EFFECT. I- � w `� 34 INSTALL W1-7 TWO DIPECD011 LARGE ARROW PER CMUTCD STD. 2 0 Ea O CL = �' ' INSTALLATION ACCORDING TO THESE REQUIREMENTS IS ESSENTIAL TO MAINTAIN THE BREAK-AWAY CHARACTERISTICS i r- r ii �' z Q F- *E 5 n f 1 0 EA rr'�AC r 1 1J, 3440 J-'i j _Z4 OF THE SIGN POST SYSTEM. UNDER NO CIRUMSTANCES SHALL THE ANCHOR ASSEMBLY BE SECURED IN CONCRETE. \ , 36 INSTALL R4-7 KEEP RIGHT SIGN PER CMUTCD STD. 2 5 EA , o 0 12. THE BOTTOM OF THE TRAFFIC SIGN SHALL BE A MINIMUM OF 7 FEET ABOVE THE FINISHED SURFACE. 37 PAINT C DASH WHITE STRIPE LANE UNE COEN" PER CMUTCD STD. DETAIL 40. 140 182 LF 13. ALL SIGN POST ANCHOR ASSEMBLIES SHALL BE CORE DRILLED THROUGH CONCRETE AND ASPHALT. SIGN POST M id�Z 4 INCH CORE DRILL SHALL BE USED FOR ANY SIGN IN CONCRETE. 38 INSTALL R81(CA) -BIKE IAIM`' SIGN PER CMUTCD STD. 0 14 EA w ♦ 39 INSTALL R81 B(CA) "ENV SIGN PER CMUTCD STD. 0 1 EA Q 14. SIGNS LARGER THAN 48 INCHES OR LOCATIONS WHERE SIDEWALKS ARE LESS THAN 5 FEET WIDE, SIGN POSTS 40 INSTALL R81Ai{CA) "BEGINS' SKI PER CMUTCD STD. 0 1 EA r ' C) � SHALL BE INSTALLED BEHIND THE SIDEWALK. !� 41 INSTALL R9-9 "SIDEWALK CLOD" SifiN PER CMUTCD STD. 0 1 Ea _ � rr�r�l f 1�J, �it it�6-2 � I 15. THE EXACT LOCATION OF SIGNS SHALL BE DETERMINED IN THE FIELD BY THE MENIFEE CITY ENGINEER AND/OR 1 0 EA w � 4 INSTALL W8-3 "PAVEMENT ENDS" SIGN PER CMUTCD STD. I m o THE COUNTY OF RIVERSIDE. �� A" 43 INSTALL W3-1 "STOP AHEAD" SIGN PER CMUTCD STD. 0 1 EA z w 16. REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS APPROVED BY THE MENIFEE CITY ENGINEER AND/OR z t4 m THE COUNTY OF RIVERSIDE. THE DEVELOPER CONTRACTOR SHALL DELIVER REMOVED SIGNS ON CITY LIMITS TO A INSTALL W16-7p ARROW SI�v PER CMUTCD STD. 0 6 EA O n' DESIGNATED MENIFEE CITY YARD OR A LOCATION AS APPROVED BY THE MENIFEE CITY ENGINEER AND SIGNS ONmumcw=m EA ~ - 2 EA '1 R CMUTCD 0 >- COUNTY LIMITS TO A DESIGNATED COUNTY YARD OR A LOCATION AS APPROVED BY THE COUNTY OF RIVERSIDE. 46 INSTALL w1s 9p aHIEaD'' SIGN PER c D sTo. a 17. LAYOUT (CAT-TRACK) THE PROPOSED STRIPING AND MARKINGS IN ACCORDANCE WITH THE PLANS WITHIN THREE ` ArPt-Y t2EFt.EGT4VE YE AtµT oN MA�IAN CURDFAG1E 4 II` w ►__- WORKING DAYS OF FINAL PAVING. CONTACT CITY OF MENIFEE ENGINEERING DIVISION AT (951) 672-6777 AND/OR V COUNTY TRAFFIC OPERATIONS AT (951) 955-6899 TO OBTAIN APPROVAL OF LAYOUT PRIOR TO ACTUAL INSTALLATION. 22. STRIPING AND LEGENDS SHALL BEGIN AND END AT INTERSECTION OF ALL COLLECTOR STREETS � ,,, 15' FROM THE CURB LINE EXTENDED. , _ _ 1 �I� ""® �'•" � ,�� 0 18. COORDINATE ALL SIGNING AND STRIPING WORKS THROUGH THE MENIFEE CITY ENGINEER AND/OR COUNTY TRAFFIC z Q OPERATIONS PRIOR TO OPENING NEW ROADWAYS AND EXISTING ROADWAYS TO NEW SIGNING AND STRIPING IN 23. ALL STRIPING AND LEGENDS SHALL BE LEAD-FREE WATER BORNE PAINT EXCEPT AS WHERE s _ i \ �► Lido ch ACCORDANCE WITH THE PLANS. THERMOPLASTIC STRIPING AND LEGENDS ARE REQUIRED. 0 u- N 24. SIGNS SHALL BE IN STANDARD SIZES UNLESS OTHERWISE NOTED BY THE DEPARTMENT OF TRACT it it{' �' = zo � 19. ALL ARTERIAL STREETS SHALL BE POSTED WITH NO PARKING ENTIRE BLOCK SIGNS AND WHERE APPLICABLE, PUBLIC WORKS. ALL SIGN FACE REFLECTIVE SHEETING SHALL BE HIGH INTENSITY GRADE WITH I _ _ rr�AC r 1�, 3-4106 v R26(S)(CA) SIGNS. LOCATION OF SIGNS SHALL BE APPROVED BY THE CITY OF MENIFEE AND OR COUNTY OF PROTECTIVE OVERLAY FILM. w O RIVERSIDE. ' rRAC r NO, r34 0 J 3 25. REFLECTIVE ISLAND MARKERS (RIMs) SHALL BE INSTALLED AT THE CURB RETURNS OF ALL o F.. / U,w 20. EVERY ATTEMPT SHOULD BE MADE TO INSTALL STREET SIGNS ON STREET LIGHT STANDARDS AS APPROVED BY 0 Lj Y THE CITY OF MENIFEE AND OR COUNTY OF RIVERSIDE. RAISED MEDIANS. i _ w �w a 26. STREET NAME SIGN SHALL CONFORM TO RIVERSIDE COUNTY STANDARDS 815 AND 816. _ >- 21. STRIPING AND LEGENDS SHALL BEGIN AND END AT INTERSECTIONS OF ALL ARTERIALS AS IF A CROSSWALK WAS �) 0a w BEING INSTALLED. � > r z � a za LEGEND: ---- _- _ ! OWNER / DEVELOPER PROPOSED TRAFFIC SIGNAL PROPOSED SIGN ON PER TRAFFIC SIGNAL PLAN STREET LIGHT POLEEL PROPOSED SIGN - - -- ' DIAL TOLL FREE - _ _,- ---- ____ ____..-_- _ _ _ _ .__ __ __ //�� //��cc//��//�� STANDARD PACIFIC HOMES PROPOSED EXISTING OR 12 PROPOSED LANE WIDTH , m 1-8W-227-LVVV INLAND EMPIRE DIVISION � `�` �' � `�' MOM °� �' �"" '��' '� °•••° �� � � �•+ *�� �■ ••�■ ❑ :� 5bv*AV 0 FUTURE STREET LIGHT (12') EXISTING LANE WIDTH $EE STET 2 c c>rr 94 AWAkWA b>.R+v 0 150 300 . 600 1200 AT LEAST TWO DAYS „� ii �,P ��>��,��� LOCATION � INDICATES STRIPING ANGLE POINT � �' BEFORE YOU DIG SHEET N DEX MAP �! UNDERGROUND SE ALIEW OF SOUTHERN CAUF+ORNK ATTN: MIKE WHITE 1 =300 GRAPHIC SCALE ANCE NOTE: (STY OF E G VEER ��Am BENCHMARK: TRACT NO.O. 34408 CITY Lp Wm � WORK CONTAINED WITHIN THESE PLANS MORSE sift RIVERSIDE COUNTY DESIGNATION M-13-63 W B �oFESS�o DESCRIBED AS FOLLOW: �i TY Q� '1 SHALL NOT COMMENCE UNTIL AN � Q hq r�n.,cAsaaerM _.�_ ENCROACHMENT PERMIT AND/OR A GRADING cp�? /,3 ���o P�0 �F �F� 8CNWLTZ FaXsMM�aaM IN THE INTERSECTION OF LINDENBERGER RD. HEWAGE _ PMSE IV SIT.` PERMIT HAS BEEN ISSUED. 3 5L t0 Y• CD�IST �C �.QrrtlttilT. E�6T•,YOLD�D hIM -�1-� THAN SMITH DATE L a� �y �= AND SIMPSON RD., A 1-INCH IRON PIPE AND BACKOM J THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE 5HT 2 OL?W 5E4T 2A . CITY ENGINEER /� No. 052496 m PLANNERS E N G#I N E E R S -SURVEYOR TAG MARKED COUNTY SURVEYOR IN A CAP AM g� OF SHTS. 5 FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE , g�g (I. k��tl��0t�L1DCA<-I�T�Q-�/ ��3_5 d Exp. 12-31-14 WELL MONUMENT. DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING �� ."� BY: a // *� * PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 ELEVATION= 1444.021 VERT. DATUM: NGVD29 ���'''E AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE 1 II4 IZAIOW M�,DIW AIJP I�J - C PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN �F FOR: STANDARD PACIFIC HOMES rry ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL MARK BY DATE REVISIONS Apt DATA PR A � 4"•l9'l.� � CAL�� �/ 14 � SCALE: _ FILE N�''S6-�V1I�/ . BY THE CITY OF MENIFEE AND/OR COUNTY OF RIVERSIDE. ENGINE R GaL►1�T�( CITY DATE �2--�'�-� DATE lS H: �I"=300' l:\72542NIMPLANS\siqnkg- npmg\ S-01.69 1 GRAND AVENUE 430' cuRH TRANSITIONEX. "STOP AHED?" PV 'T. ► 120' MEDIANTAPER MARKINGS ® STA. 18 EXISTING SIG D o o Q 300' CURB TRANSITION STRIP PER :! ,�; a a �r;� M p Z t� W M 121 'r' U t17Q roJ � m O � N � J � JN W 20' 1 ' 12' 20' m R1-1 +g%D a, � � " °C J K, A or `�' R1-4 III W BRIGGS ROAD d �_ SK�V TO BE 15 - - - -- + N PROTECTED IN PIKE w - - 6 - 1 - - - _ R/W 04 _ PROPOSED + W _ ♦ W STRIPING o 8 ` N 8 _ 200' Q _ - - - --_ PROPOSED 8" �_ + N 4121 `� t(z)I 185_ _ Lu 8 _ N 15 3 200 4 1 N Q 1 3€+00 37+00 1 38+00 _ = r40+00 41+00 42+00 43+00 44+00 45+00 46 _ - - - 37 — ST. c, CITY-COUNTY.LIMITS _. N EXIST. WE _ PROPOSED AC WEDGE CURBIIIII 45:1TAPER__.__2 - - PROPOSED CURB _& GUTTER R1-1 ANT - �2 � 2. - is- - - - - - --�- - - - -�--- - t2 - - - - PROTECTED IN PLACE _ _ ULTIMATE N ERXIST�lG R f W s Z _EX. POWER POLE z �s z CURB LINE- r� 11 f3ifST.-R — — - - - - F�(. POWER g'o °�_ - - - o Q c PROTEC � 1 R1- Z �, � c PROTECT-�I-PIKE ----- �'��.�-�-- - -------- --- - ------ -- -- -- ------ -- --- ---- - -- - - --- - -- � �.- -- ,�, o N Q .- R1-4 Q o® o o (TYP.) o n�W ,+� r� o SIGN & MARKINGS TO ����Q�`� �S o4- �O°~ m ULTIMATE R/W 500' hIED1A t TRANSITION + PROTECTED IN PLACE � �0 Q as \ 5� �. M c CA LL BOULEVARD '" 630 CURB & R TRANSITION � ��a 175' MEDIIM�t TIER SEE T NO. 3 180' MEDIAN TILER 300' CURB TRANS. J MATCHIihIE STA.1 65t00.t� J ' 12' VARIES 14 17 J 430 CURB TRANSITION oa � ` j 18 18 ( r. o � a o � W Q4 Q d W i it iI Es LO P J LO m ~ N g 3 3 - - v �+ ��+ D CMD Q 22 BRTG G►.a. - . l� OAD + ' ; cx " 4 " a °` -' c0 cV 4 4' � 1 PROPOSED R/W �, a "'. -- -- PROPOSED T CURB & GUTTER 341 14 12' 17 - - -- - -- - z — — - - _ _ PROPOSE n. D R/w 17 1 11 o _ _ - LL_ i Rlf'OSED 8" CURB & GUTTER --- - �' -- cn g N_1 Q-) 4` TYPE � 2IM' _ o z Q 18 °O + ". ULTIMATE' 18 N _ _ _ ,� 1 - g -- O > 1 �„ ,,, 1 5 " ULTIMATE , g,� CROSSWALK 10. - ,� 'f' 5 5 > ST. �, CI -COUNTY LIMITS -� 4 N CROSSWALK :� 26 31 4� 3 � 2' 31 0 24' O.C. (TYP.) 1 Q � 3 F00 a - , a _ _ _ 1 _ _ 3 - - 10 50+00 51' , g - 8�� 3+00 54+00 55+00 W 56+00 57+00 __ -L _ _ < of W > 2 4 300' CD 2.0' ---- ST. + :0 1 - 1- -}8 .-C, CITY-COtNITI' L NTSS ¢ - ~ -- - -- - `V 6 t 4 .0' �.'�0 1 0' 5:1 TAPER 67:1 TAPER 1 Q::� r � -- o Q _ W EX. POWER POLE EXIST. R W 2 ►- PROP. 8" CURB & GUTTER �* 12 o� PROTECT-IN-PLACE f J LIST "� ao r g TYP o Q 33 �, �- ° s oc z J/ 4 EX. POWER POLE m o -Cc ULTIMATE CURB LINE "' Cr;� °C a 3 z g U��` ULTIMATE CURB LMVE ULTIMATE R/ -_ PRO���p-PLACE 1 � -J z -- — N — L41 ca DC o O Q li -- --- --- ( -- -- -- - — -- - ----- — — — — — _ — - _ — �T p O 'C9 T - - - - - _ o ooi o ,� NCtfF. cn r- �`+ c� — — r` o o v - - - _- --- -------- -- a W\ ULTIMATE WROVEMENTS m 015ro TO 9IICa Ip1,A�1 m m 375' I D I TRANSITION 120' MED. TAPER w 175' MEDIAN TAPER + d W + ULTIMATE R W� ��. m W AVO n0 SM+ .d Z a 630' CURB& GUTT. TRANS:'do / $ �"� m '`� � c"J��O/�R� CA10N wl l� $ + 540' CURB & GUTTER TRANSITION ``' W � m ± W �glrrw. M Nun 430' CURB TRANS. o "' ow M z 30' FIARE ,Qn / � � TES' L'i Dt�kN TRANSI ,r n O M z g o o arn ^ a z T s�G• ,S.S, / �' 1O PAINT MEDIAN ISLAND STRIPING WITH RAISED MARKERS PER CMUTCD STD. DETAIL 29. ui 00 06 V' ,r, W ►J T. ZZ m Q J J VQ S�G4rq�A�C�BF 2O PAINT 4" SOLID WHITE EDGELINE STRIFE PER CNiWTCD STD. DETAIL 276. V N a ! 3 PAINT 8" SOLID WHITE STRIPE WITH RAISED MARKERS PER CMUTCD STD. DETAIL 38. z r a �, MATCHLINE SEE TRACT NO. 34406-6 + � a c '° TRAFFIC SIGNING & STRIPING PLANT , EX. POWER POLES aW n Is � _ R w � N ►- + Cl �.; f-- ' 5EE 5H Poo TO BE RELOCATED m I i 10 3Z2 g "' W PROPOSED R $ D W + m 3 BY OTHERS N a= ; z EXIST. DIRT g o / 45 , ® APPLY THERMOPLASTIC ARROW MARKING TYPE IV PER CMUTCD STD. �+ R I G G S ROAD OA D 1 N + W ACCESS RD. 0 3 w N - - , PROPOSED / . N R/W � z z - - - - `fl - - - _J ` L� � - - 15 J 5 PAINT 4 .DASHED WHITE STRIPE WITH RAISED MARKERS PER CMUTCD STD DETAIL i 2 z04 _ 1 - CROSSWALK LIMIT LINE PER CMUTCD STD. Q � o __ PROPOSED.8" CURB & GUTTER --- - 6 APPLY THERMOPLASTIC 1 SOLI WHITE a 1% + 41_ 8 SANDBLAST CONFLICTING STRIPINGS/MARKINGS. - � _----------- -- --- PROPOSED 6' CURB & GUTTER _ ,�, - 10 9O REMOVE EXISTING SIGN. Q 1 4 14 18 50' 18 �� - �5.�---� ``' PROP. 6"AC CURB �, " w 0 ° 4 "' W 00 � 1 33 3$ 4 ��� 10 INSTALL R 1-1 STOP" & R 1-4 ALL WAY' SIGN PER CMUTCD STD. mm� N �45:1 TAPE 35 PROP. 8"MED. CURB �' ROP. 6" / "V - 59+00 200> 1.0,60+00 � �ST. C ++ CITY-COUNTY LIMITS +00 N 63+00 _ 7 AC CURB 11 INSTALL W3-3 TRAFFIC SIGNAL SIGN PER CMUTCD STD. MOMZ z = °O - 61 +0 + __ - - - - -F STOP TIME" PER CMUTCD STD. Q 1.0 2 °° w `� 33 34 o N 3 1 45:1 TAPE - L � �-�- 12 INSTALL R26(S) »NO .PING ANY SIGN w M W ---- _.___-.. ___- __._-- _-- ____-- W 1 0 _-- ---_ _ - _- _- -_ M 2 45:1 TAPE PROP. 8" C N PROP. Dk�VC 33 3fi , INSTALL R3-7 "RIGHT LANE MUST TURN RIGH1" SIGN PER CMUTCD STD. o - PROPOSED_Ir .AC WEDGE CU_ _ -_ _ -P. CURB & GUTTER 2 2_ N, _ z N W } f _ - - - - _ QROQ p�E�0 4 PAINT NO PASSING ZONE STRIPE WITH RAISED MARKERS PER CMUTCD STD. DETAIL 22. _ _ - c� O 'd' � � � ,_ - _ _ _ _ � _ _ - -_ _ � _ ,�, ._. _ _ _c� R W_ _ GCE - c� ►- J o o, - - - / __ PROP.EP _ _ ROP-.__EP__.__ __ __ ____ _ ___. - __ _ _ ---.- ---__- ____ _-__ TIC MARKINGS PER CMUTCD STD. W _ / 16 2�4 15 APPLY THERMOPLASTIC o Q - o a EXIST. R/W EX. POWER POLE EXIST. R 12 to W w ULT{MAT RB LINE m vi cri 0 > o o Q _ _m z PROTECT-IN-PLACE cz L`z © 42 / i 10 ►- m _ - - . u_J - ------ � -- - --- - Eli SIGN TO BE 16 INSTALL R8 8 "DO NOT STOP ON TRACKS" SIGN PER CMUTCD STD Y ¢ ` 00 N o °�" "� � C> z z - cx w EXIST. DIRT RELOCATED i� 45 1' -3L 17 INSTALL R28(S) "NO STOPPING ANY TIME" SIGN PER CMUTCD STD. ,r, ULTI R/W o Q a EXl T. D U occ W C7W f WW t- t,> p p I z cq m J 3 G v '� a v z W o 0 A ao -�m ACCESS _ > + o 4 � � Q 8 W N N W m o $ ! 18 TNT 4" SOLID WHITE LANE STRIPE PER CMUTCD STD. c o ao z aO v 3 0 od o N � Q; C 120' MED. TAPER "' `�' CO+ W �` + � C*4 CD � `�' % S . W o W 35 APPLY THERMOPLASTIC RAILROAD CROSSING SYMBOL PER 22 PAI WHITE CHEVRONS SPACED 30' ON CENTER PER CMUTCD STD. Z �Z anz: � �m z `gym 60, `a &.m oc�v � � c'i �wr Q 540 CURB & GU TRIVVSITION W ro Q� ,.,., + ♦ ,� CMUTCD STD. 23 INSTALL R U-TURN PROHIBITED SIGN PER G*UTCD STD. d 0 U co I` FLARE o 9 '�. .y pj � z Z 3 ♦ `� �' � o F-Z 36 INSTALL R4-7 KEEP RIGHT SIGN PER CMUTCD STD. (4 APPLY THER IC 24" SOLID WHITE LIMIT L.X PER CMUTCD STD. 5; mw �' DID z¢ 37 PAINT 4" DASH WHITE STRIPE LANE LINE EXTENSION PER „ `',m 430' EDGE LINE z 26 INSTALL R3-18 LEFT TURN PROHIBITED" SIGN PER CMUTCD STD. CMUTCD STD. DETAIL 40. DIAL TOLL FREE W 41 INSTALL R9-9 "SIDEWALK CLOSED" SIGN PER CMUTCD STD. 27 INSTALL W10-1 "RXR" SIGN CMUTCD STD. 0 20 40 80 16o t 7 AFrLY tZEFLE,GTIVE YMA.ov� PAINT oat 42 INSTALL W8-3 "PAVEMENT ENDS" SIGN PER CMUTCD STD. 29 INSTALL W2-2 "T INTERSECTION" PER CMUTCD STD. 1 -800—ZZ7-2600 ® cu . MEV Aµ I� 31 INSTALL CLASS 1, TYPE E DELINEATORS CMUTCD STD. AT tFAST Two DAYS 43 INSTALL W3-1 "STOP AHEAD" SIGN PER CMUTCD STD. B11170K YOU DIG 1"=40' GRAPHIC SCALE 33 INSTALL TYPE N WARNING SIGN PER CMUTCD N-1=YELLOW, N-2=RED) - 45 INSTALL W10-3L/3R RAILROAD CROSSING ADVANCE WARNING UNDOWIROUND NOTE: SEE RAILROAD GATE CROSSING PLAN FOR ADDITIONAL SIGNING & STRIPING. s>wlcE �r � 9ovr� SIGN PER CMUTCD STD. 34 INSTALL W1-7 TWO DIRECTION LARGE ARROW PER C CD STD. NOTE: SEAL- V=Flo"Am BENCHMARK: IPACT NO. 34406 CITY W. OW Odd ENGINEER MORS'E among RIVERSIDE COUNTY DESIGNATION M-13-63 WORK CONTAINED WITHIN THESE PLANS WY � NENFEE �� �P�T�� Rpf ESS� SHALL NOT COMMENCE UNTIL AN o' �4�9� • WW CA DESCRIBED AS FOLLOW: GTY OF lvlrAlwQ& ENCROACHMENT PERMIT AND/OR A GRADING �� P�® � !F BCHWLT2 vaoss��� IN THE INTERSECTION OF LINDENBERGER RD. SHT. PERMIT HAS BEEN ISSUED. �`" a� �� 2� �vmp_ ae AND SIMPSON RD., A 1-INCH IRON PIPE AND G AM S PLAN! BY: No. 052496Z ? TAG MARKED COUNTY SURVEYOR IN A CAP THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE �,� PLANNERS ENGINEERS S V R v E Y o R now OF SHTS. FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE si: 2 d Exp. 12-31-14 WELL MONUMENT. DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING l��/ ��, PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 ELEVATION= 1444.021 VERT. DATUM: NGVD29 ST& 34*30.00 TO 9TPL 87+W.00 AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE t�✓�I7 phi ( •� C��IL \ — PRiVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 7- /���� DATE qTF STANDARD PACIFIC HOMES FILE N �� ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL MARK BY TY DATE REVISIONS pp� nAT� APPR DATE �,1�liE'/?'- /�/L �A��F SCALE: - FOR: I BY THE CITY OF MENIFEE AND/OR COUNTY OF RIVERSIDE. ENGINEER (,�p1,11J"(y CITY DATE � 1Q� �? H: �"—4G' ': I: slgrnng-stnpmg - wg 5/29/13 GRAND A VENUE UE 430' CURB TRANSITION EX. "STOP AHEAD" PVM'T.� - 120' MEDIAN TAPER MARKINGS @ STA. 18+00 J EXISTING SIGNING AND o _ J o Q o STRIPING PER 4 � � �`' z r` ,r; � ,.'; 300 CURB TRANSITION MS 4121 ; � m � Q ,!, � m Q "' J co CD J N 00 m d- w Q= J 00 Q' O (n Z J 20' 12' 12' 20' R 1-1 O + � a, N v � 0 J i � � � of � a_ R1-4 I ) ) ( ) & R1-4 9 ° m CO + w a+� z � �� ° m � m � J � o Mm BRIGGS ROAD � 00 Of � � SIGN TO BE 15 - - - - - - - + `� 0- Of PROTECTED IN PLACE 6 10 13 - - - - - _ _ � o cD L, z - - - - - - ! 15 "' 4 - - _ _ _ _PROPOSED R/W ; z ,+ ,� o � I 6 � � 3 � w � m - - - - � - - - - - � — — 8 N 8 200' 12 W N 15 PROPOSED 8' CURB & GU ER/' �dCD E STRIPING o +o 18 `� PER MS 4121 �D 10 50 � CD 5 3 200' 4 I `� OrN 1 j - W 1§5O� 35+00 36+00 37+00 1 38+00 _ �� `�'40+00 41 +00 42+00 43+00 � 44+00 45+00 Q 46- "' 0 - — — — — — — �- ST. �, CITY-COUNTY LIMITS 1 w 0 EXIST. EDGE OF 2 o PROPOSED AC WEDGE CURB » -45:1 TAPER N 1 2 > _ _ _ PROPOSED 8 CURB & GUTTER - 1 R1-1 PAVEMENT _ _ 12 R1-4 (15') (15') - - - - - - - - - - - 2 - - - - - 12 1.0' - - - - - - - - - SIGN & MARKINGS TO BE ____ W _ - - PROTECTED IN PLACE J z N N EXIST. R/W,-,) W - - - - J ERXISTING R/W o o zo�m ULTIMATE CURB LINE-� co � EX. POWER POLE 11 Qf Of O w - PROTECT IN cn w o N EX. POWER POLE �►- oo �D o Z o_ R1-1 Z �, o PROTECT-IN-PLACE zo�'c o o (TYP.) "' o O¢ R1-4 �' < p0 0 0 (TYP.) o ,�;�N�;� r± N o I SIGN & MARKINGS TO BE Oo o `�� S + �' � m~�m ULTIMATE R/W � 06 CD o w PROTECTED IN PLACE Q�� o �+ TT + 500' MEDIAN TRANSITION + + w �F`�S�P����P�" Me l� A L BOULEVARD 630' CURB & GUTTER TRANSITION �CD m 175 MEDIAN TAPER M m \� S\FF S\G SEE SHEET NO. 3 180' MEDIAN TAPER Z w ' �P 300' CURB TRANS. J MATCHLINE STA. 65+00.00 _ 18' 12' VARIES V 14' 1 17' LLJ 430' CURB TRANSITION J O I O w ¢ J N cri o o 18 l g Ln C ,moo am z CD � � CD d- d 0" I I r7 m I O D 11 Ca- ') � � Q J r7 w J w pp ~ (n O Q_ 3 4 0 0 RRIGG�' R ®AID � � 4- oo CJ � + + 4 22 1 PROPOSED R/W L Z "' ° + _ m C � + � O 13 r,-) r` cn - - w -- - PROPOSED 8" CURB & GUTTER _ 8' 12' 34' 2' 14 12' 17' - - s s- "' O° -. - - Z o PROPOSED R/W 1 i o i cv g 12 11 LL_ N 7 65+60.0016 33PROPOSED 8" CURB & GUTTER I— �' 6 ILL TYPE N-1 4 3 200' 4 z z o � 18 , ' 37 + "� ULTIMATES in Q o W 0 0 O 50 _ 50 18 Ln 5 C" > 15 Q o f 1 ST. CITY-COUNTY LIMITS 1 N ULTIMATE 1 0, CROSSWALK 10' �, - o > Q 4 CROSSWALK 26 31 3 N _ + 47 2 31 @ 24 O.C. TYP. N +00 W F00 Q - - - - -3QD'— 3 _ 10,5 0+00 , , 37 51+00 6 �, 52+Ou 53+00 54+ ¢ W ,� 1 - _ _ �r- — -= _- _I _ _ _ -- N 00 55+00 w 56+00 57+00 z o � _ ---- - - --ST+� CITY-COUNTY LIMITS > - �- -�-- -�-- -�--' N 300, 2.0 ST. - _ 1 7 ~ _ Z `-' 3 4 N 6 47 N o 45:1 TAPER 1 �' z O r 0_ _lif 1.0 1 r'' 1.0 `r_' > 67:1 TAPERS - - S z ¢ _ PROPOSED 8 CURB & GUTTER o a W J � EX. POWER POLE 12 EXISOT. R W� 2 34 PROP. 8" CURB & GUTTER 2 �- 4'0� 12 U W ~ g � PROTECT-IN-PLACE / J 33 EXIST. R/W W (� (TYP.) o Q w Q � Z �/ EX. POWER POLE Q W o w �' z 0 0 o o N - � ULTIMATE CURB LINE PROTECT-IN-PLACE o �~ m z Co � o w ULTIMATE CURB LINE � � o � o Q� w ,,� �� o �� W o_ a m 00 �, _ o - Z �_ Z w ULTIMATE R/.. \ (TYP.) + ,moo o m Z o o� w ULTIMATE IMPROVEMENTS Q o NOTE: SEE TRAFFIC SIGNAL PLAN m � w ' w 175 MEDIAN TAPER N � w O + o o w FOR ADDITIONAL SIGNS IN - COco °'0 375 MEDIAN TRANSITION o 120' MED. TAPER 0 a- w ULTIMATE R/W � o �� m o CONJUNCTION WITH TRAFFIC o Qom, + + 540' CURB & GUTTER TRANSITION w =z a 630' CURB& GUTT. TRANSd- 0 o Lv ± w + w SIGNAL. + N Z 430' CURB TRANS. ` ' o "' � (� o `" o`i 30' FLARE �� • V z o Z 360' MEDIAN TRANSITION / J O U` , Q (n J O O Z o ¢ + I c� Z ' `� °' � � � CONSTRUCTION NOTES w n Q 06 o ° � � � m Q M cn r10 m ° �, S To ,ZZ s � °' � Q � o � � J � 0 PAINT MEDIAN ISLAND STRIPING WITH RAISED MARKERS PER CMUTCD STD. DETAIL 29. w MATCHLINE SEE TRACT N0. 34406-6Of o z o z z o Q " � z T Q � o TRAFFIC SIGNING & STRIPING PLAN ± � N EX. POWER POLES Q Q O o (� 20 PAINT 4 SOLID WHITE EDGELINE STRIPE PER CMUTCD STD. DETAIL 27B. w N I— + z c_i 6�- � N TO BE RELOCATED cD 0 o EXIST. DIRT „ m o O ' w D + 20' 2 ' Q + m AC S RD. / 3O PAINT 8 SOLID WHITE STRIPE WITH RAISED MARKERS PER CMUTCD STD. DETAIL 38. U O = "' PROPOSED R/W 1� RI G G S ROAD � � I N + BY OTHERS � � � � Z � � / w O N I N PROPOSED R/W ,; Z 0- � w i 4 APPLY THERMOPLASTIC ARROW MARKING TYPE IV PER CMUTCD STD. z �_ - - - - - - 17 15 - - `D - - - - - _ `DLL' " z CO a o 1 — — — — — — 5 PAINT 4' DASHED WHITE STRIPE WITH RAISED MARKERS PER CMUTCD STD. DETAIL 12. v » N U - o (-PROPOSED 8 CURB & GUTTER N 29 » J © APPLY THERMOPLASTIC 12" SOLID WHITE CROSSWALK OR LIMIT LINE PER CMUTCD STD. W ± 18 6 , PROPOSED 8 CURB & GUTTER-� 41 V) I'�1 Q "' 5 50' "' 18 �' ��, N-1 10 / 8 SANDBLAST CONFLICTING STRIPINGS MARKINGS. CD = j J N 1 4 14 N N 50 55 _ RAILROAD TRACK , / w 0 N /� -, 4 0 �, 1 33 36 N TO BE REMOVED b 9 REMOVE EXISTING SIGN. Of "o ao �O O OU N - 45:1 TAPERS PROP. 8"MED. > Q � 59+00 �60+00 N ST. + CITY COUNTY LIMITS CURB / _ _ w _Lij1 - 200� - 1.0 - - 1� �_ - 62+00 - 63+00_ �- �— N _ _ 67+U0 10 INSTALL R1 1 STOP & R1 4 ALL WAY SIGN PER CMUTCD STD. w z o 66+00 _16 � C.) 1.0' � � � O° 3 1.0' `D 33 34 61 +0 0 2 �� 1 105:1 TAPER---� _ -�- - - -- -F 11 INSTALL W3-3 "TRAFFIC SIGNAL" SIGN PER CMUTCD STD. z co : 105:1 TAPER PROP. 8" CURB & GUTTER `D 2 33 36C`� 33 N-2 12 INSTALL R26 S "NO STOPPING ANY TIME" SIGN PER CMUTCD STD. w 0 It W PROPOSED 6 AC WEDGE CURB _ aQ O 42 OG� O ( ) N W - - - - - ,n _ - - — - - - - 160 N-1 O pQ. E RO - » = z 12 - - - - - - _ _ _ 60 6 QR p\ 13 INSTALL R3 7 RIGHT LANE MUST TURN RIGHT' SIGN PER CMUTCD STD. 0 Q' N J o 42 35 w a, EXIST. R/W--1 Q�p611 - LLJ co Of � = EX. POWER POLE Ln 12 --� PROPOSED WOOD 14 PAINT NO PASSING ZONE STRIPE WITH RAISED MARKERS PER CMUTCD STD. DETAIL 22. a✓ (n � w w ULTIMATE CURB LINE m EXIST. R/W vi w o Q o o 0- EXIST. R/W m O z PROTECT-IN-PLACE o ~ w o 0 0 o c„�� �� (nP ) o o EX. R1-1 BARRICADE 15 APPLY THERMOPLASTIC MARKINGS PER CMUTCD STD. U SIGN TO BE Y Q `D N o� o �=" ULTIMATE R/Wj o � o Q Q EXIST. DIRT w EXIST. DIRT RELOCATED 10 17 INSTALL R28(S) "NO STOPPING ANY TIME" SIGN PER CMUTCD STD. LLJw �w a �`' 6' m o J - r`' o Z o o DRIVEWAY O° ACCESS RD. �_9 » _ > + o ��� = o � � � N w o o i 18 PAINT 4 SOLID WHITE LANE STRIPE PER CMUTCD STD. U ^ on 00LZ + UQ7'� o �G� 0 �N c0 N �Z N�� OU ¢� u , 120 MED. TAPER 00 Q- w� + CD + O - cn o o = 22 PAINT 8 WHITE CHEVRONS SPACED 30 ON CENTER PER CMUTCD STD. Z p U o� o I w N c� o� d wow w� Q Q 540' CURB & GUTT R TRANSITION w`' :m o w m 60 0 m O = z c „ m o� 00 r�Q- FLARE C_i o� + 23 INSTALL R3-4 U-TURN PROHIBITED SIGN PER CMUTCD STD. ; ,c� , + d ¢z o w m 36 INSTALL R4-7 KEEP RIGHT SIGN PER CMUTCD STD. �Z o `" `D o�z "! "� 26 INSTALL R3-18 "LEFT/U-TURN PROHIBITED" SIGN PER CMUTCD STD. o+ �� `D �' 250' MEDIAN TRANSITION �c Q �� 37 PAINT 4" DASH WHITE STRIPE LANE LINE EXTENSION PER w° 430' EDGE LINE TRANSITION W Ln CD of w m CMUTCD STD. DETAIL 40. 29 INSTALL W2-2 "T INTERSECTION" SIGN PER CMUTCD STD. DIAL TOLL FREE 41 INSTALL R9-9 "SIDEWALK CLOSED" SIGN PER CMUTCD STD. 31 INSTALL CLASS 1, TYPE E DELINEATORS PER CMUTCD STD. 1 -800-227-2600 0 20 40 80 160 42 INSTALL W8-3 "PAVEMENT ENDS" SIGN PER CMUTCD STD. 33 INSTALL TYPE N WARNING SIGN PER CMUTCD STD.(N-1=YELLOW, N-2=RED) AT LEAST TWO DAYS 43 INSTALL W3-1 "STOP AHEAD" SIGN PER CMUTCD STD. 34 INSTALL W1-7 TWO DIRECTION LARGE ARROW PER CMUTCD STD. BEFORE YOU DIG 1"=40' GRAPHIC SCALE 47 APPLY REFLECTIVE YELLOW PAINT ON MEDIAN CURB FACE. 35 INSTALL W16-2aP "400 FT" SIGN PER CMUTCD STD. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NOTE: SE ENGINEER V320 Redr7 Ave. BENCHMARK: TRACT NO. 34406 CITY I.P. 09-012 WORK CONTAINED WITHIN THESE PLANS CITY OF MENIFEE ENGINEERING DEPARTMENT �oFEss,o . MORSE "e3W RIVERSIDE COUNTY DESIGNATION M-13-63 SHALL NOT COMMENCE UNTIL AN Q N kvine,CA92614 o �� DESCRIBED AS FOLLOW: CITY F MENIFEE ENCROACHMENT PERMIT AND/OR A GRADING ����P�O ��� �� SCHULTZ V�w949-2s,-WZ IN THE INTERSECTION OF LINDENBERGER RD. BACKBONE TRAFFIC SHT.2A PERMIT HAS BEEN ISSUED. z F°".9"�25'-°ems AND SIMPSON RD., A 1 -INCH IRON PIPE AND SIGNING AND STRIPING PLAN R COMMENDED BY: - No. 052496 m TAG MARKED COUNTY SURVEYOR IN A CAP 5 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE r� PLANNERS ENGINEERS SURVEYORS BRIGGS ROAD OF SHTS. FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE 6c� Exp. 12-31-14 WELL MONUMENT. DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING * * PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 ELEVATION= 1444.021 VERT. DATUM: NGVD29 STA. 34+50.00 TO STA. 67+50.00 PAFTER RIVATE °ENGNEERPSHOALL BE RESP DURING ONSBCONSTRUCTION, TERMINING AN EL 1 10 181e�pL,ACGMEt�1T �R5HF2,t2EV.ATtZRCt?pE6t�1� 'S�� DATE �y� c �IL ��\ CITY ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL MARK BY DATE REVISIONS nA� APPR DATE F OF CAL�F� SCALE: FOR STANDARD PACIFIC HOMES FILE NO. BY THE CITY OF MENIFEE AND/OR COUNTY OF RIVERSIDE. ENGINEER cour4TY I CITY DATE 3113' 1a H: 1 =40 I: 72542 IMPLANS signing-striping S&S-02A.dwg 3 13 18 90' MEDIAN TAPER O WCL oc air. R/w--� I 6; � T X m m N MATCHLINE SEE TR. N0.34406-4 r; _ � � �7 _ - � m + V) TRAFFIC S�G1+ilMG & STRIPING PLAN � � v � I V r to d 00 oo O l - Me �A LL 120 _ + PROPOSED R W "' CD i, 20, I w + - r' B0 lJ LL A RD W o a -_ - 17 15 PROPOSED /W - - - ---- , EXIST. T CURB & GUTTER - - - N 38 --- — — _ 15 PROPOSED 8 CURB & GUTTER - --------- _- _- 6 - __ - PROPOSED 8" CURB & GUTTER---- 30 5 N 21 0 — 5 - -. _ 5 - 18 _ `�' -� Q N 18 7 - - EXIST. 8" MEDIAN CURB �� TYPE N-1 0 �, 5 PROPOSED 8" MEDIAN CURB 18 5 - 3 4 12' — --_- ^ N -- --- -- - -- + --_ ---- QI�__ - - ST. 3 170 , ' PROPID $ _---- 18 T _ 1 -CN -- - + Q 4 3 cu -- -- -- Q 9+00 0(ISTII SANG PER - 5 - 1 40+00 4 3� --- -- -------- _ __ ------ - ---- _ T TRACT NO.W0. 30705-1 - _ _ 4 5 I -1_ - --- ---_---_� ------- - _ 3 18 -------___--- ----�- --+- 8 SK�lING._dt STA PUW- - N 5 �- N 5 1 18 14' W. 935-D 21 I �, �. 18 ..LU — _ _._L U o — 204' 7 — - I — — �, 12' 21 A_ 21 12' zo EXIST. 8■ CURB & GUTTER - - _ - _ ------- 10 PROPSED 8" CURB _ o, j 17 3S 15 - - _.------ EXIST. R/JN6. - - - 30 _ oc J = PROPOSED R/W + S o - - p /W 90' TAPER w ' ' o a c� 20' oc PROPOSE R o p �N DOtj tj� WQ Z a Q' m �VOC ,n -' - o�- MATCHL INE SEE TR. W-34406-4 o ,ri S-1�' ) rncc a Z E D� • 3 d TRAFFIC SIGNING & S� PLAN 00 r 1n A G'�i' Z, K o M o m J o17 ~ 1 �i � to r- t1) W + W F- D T �.f W 1-- p� O j� j,� r� �j R __j ' a '�' °° 90' MEDIAN TAPER co z S T l ►.li 1 d c~n °�° I1 TNO N TO BE ¢ 00 + z — W � W + + SSE 00 lNjERSECIlO ac W � o 00 + cn R -_ , r777 NE STA57+00. SIGNALl1E a, _ pOSE�R/W 1RA1C"' g pRppO �,, ,r, 5 SED 8" + cn� rn B ® uj �^ - - -CuTh 21 R.D 5 25 _ _ _ 041 5 - o :; ,P `�► l - 18 _ _PROPOSED MED/Ny CAR 21 _,_. - _'`' _ _ _ - C� - o-; 4 6 ;N 5 4 - 57+00 rp N 18 `�' 18 50 N o I 3 220 , . 56+00 0 4 3 __ 5 N S 14 �v 6 0 CA, _ -F-_- D0 N _4�+ -- -- - 33 36 Ln TYPE _ � 10' 004 _ - -- - I s.- , 54+00 36 18 15 - ---- --- — --+—_ _ - --- _ __5.1_+0 - - -- - _ _ - __-_ ._ - _-_- 0-� _ 8y CUB- - & 21 -�- 15 53�00 --- -- ----- - ._ ST 5200 220 I r 18 5 f= - -� . _ 15 18 15 PU%D R = 1 5'-_- = �� 15 — — 5 18 �-- - --- - 2(�4:. -' 21 o - - - - 173 PROPOSED 9CURB & GUTTER --� o cv 5 ~ oc zo ,r; �' ar= --� = J z 21 lii i °� N ,- + 3 � "W �m a 14 3 7 + , $ N � r: w Q 0 o Q_ J rn N 38 d ao G' T" NOTES W I ' � ca �' + ° ? g'`.. ° ,� '� 1 PAINT MEDIAN ISLAND STRIPING WITH RAISED MARKERS PER CMUTCD STD. DETAIL 29. ,- + ,�, W Z 15 I 14 1�2 14 5 90 MEDIAN TAPER m o 00 o �o 300' C RB TRANSITION m swoopNlATCH�lNE STA. +50• 3O PAINT 8' SOLID WHITE STRIPE WITH RAISED MARKERS PER CMUTCD STD. DETAIL 38. 0 6~ °'O STRIPE TRANS. �o NO. _ ® APPLY THERMOPLASTIC ARROW MARKING TYPE IV PER CMUTCD STD. WZ J a S►EE f�R . (S N) Q Q t g Wrn � � Q�n E L l " o M — t J � Q �.,� TA GE LAK O PAINT 4 DASHED WHITE STRIPE WITH RAISED MARKERS PER CMUTCD STD. DETNL 12. T jet A + HERI MCPA L L ° + ' B O L li VIF A R D � o� � �z~ PROPOc�ED BUS BAY © APPLY THERMOPLASTIC 12" SOLID WHITE CROSSWALK OR L�411 LW PER CMUTCD STD. fV W - - -' - - - - - - - - - 7O PAINT 6" DASHED WHITE STRIPE PER CMUTCD STD. DETAK. 39A. _ -- - PROPOSED. R/W� 5 4p _ PROPOSED_ 8"_CURB & GUTTER 15 ,- -- - -- ---- - - - N 11 INSTALL W3-3 "TRAFFIC SIGNAL" SIGN PER CMUTCD STD. - - - -- -- - ------- 14 PAINT NO PASSING ZONE STRIPE WITH RAISED MARKERS PER CMUTCD STD. DETAIL 22. CN ]21 N15 15 21 5 N oN5 15 APPLY THERMOPLASTIC MARKINGS PER CMUTCD STD. to o 15 15 __ 5 ■ 17 INSTALL R28(S) "NO STOPPING ANY TIME" SIGN PER CMUTCD STD. � 5 0 W � PROPOSED 8" MEDIAN CURB �� _ g 18 PAINT 4" SOLID WHITE LANE STRIPE PER CMUTCD STD. ---- -- - ---- - -- ----- _ - �61+00 63 00 —+ _ 64�00 G5� -- - - 19 PAINT 8" DASHED WHITE STRIPE PER CMUTCD STD. DETAIL 378. Ot�Y O%Y ONLY _� 15- 28 Q_N W 21 PAINT 6" SOLID WHITE STRIPE PER CMUTCD STD. DETAIL 39. C14 295' 15 �* 4 z 5L715 2 2 �, 20 PAINT 8" WHITE CHEVRONS SPACED 30' ON CENTER PER CMUTCD STD. _ < 21 15 ~ _ " - @_!!M�rED 13(CA) W -`J"" 204_�.'J 15 - �' 3 �, 25 INSTALL R7-9a NO PARKING BIKE LANE" SIN PER CMUTCD STD. _ -- _ 4 210' 3 -' 28 INSTALL R61-13(CA) "INTERSECTION LANE CONTROL" SIGN PER CMUTCD STD. -- ui 2& O 39 PROPOSED-�' CURB & GUTTER 11 -------- - --- - ao■�-� 3 --- -----------------_-______ ___________ _ _ 30 INSTALL W11-2 "PEDESTRIAN TRAFFIC" SIGN PER CMUTCD STD. INSTALL TYPE N WARNING SIGN PER CMUTCD STD. (N-1=YELLOW, N-2=RED) _ - m o PROPOSED R/W� o z zF- m � m �.-,¢ _ m a J - - - - - - 36 INSTALL R4-7 KEEP RIGHT SIGN PER CMUTCD STD. UZ o vo �v� ►— rn m� co o iac " I' t` O 8.__.W W pC W DIAL TOLL FREE W o CO � � o o o a J a N 38 INSTALL R81(CA) BIKE LANE" SIGN PER CMUTCD STD. �+ o + Z 3 N o N ; o + o~ co ,-to 39 INSTALL R81 B(CA) "END" SIGN PER CMUTCD STD. $ 227-200 � WI � � o W ^oW� w Nac +z AT I.EAbT TWO DAYS 'n m � m + om , `� z ��W 0 20 40 80 160 40 INSTALL R81A(CA) "BEGINS" SIGN PER CMUTCD STD. �� YOU � � � 250 STRIPE TRANSITION o 280' CURB TRANSITION �p� SERVICE ALERT Of SOUTHOW CALF�OR M 295' MEDIAN CURB TRANSITION 120' MEDM TAPER 1"=40' GRAPHIC SCALE NOTE: SEAL- I=IN"Am BENCHMARK: - TRACT NO. 34�100 CITY Lp. 0w ou WORK CONTAINED WITHIN THESE PLANS CITY OF � � DEPARTIV�NT ENGINEER�OfESS/p . MORSE &,, „ SHALL NOT COMMENCE UNTIL AN � oe J N'�l ��� RIVERSIDE COUNTY DESIGNATION M-13-63 DESCRIBED AS FOLLOW: C 'TYOF Ma*m ENCROACHMENT PERMIT AND/OR A GRADING �� ; �� P�0 �� F acrlutTz vao.> e�l IN THE INTERSECTION OF LINDENBERGER RD. SHT. 3— PERMIT HAS BEEN ISSUED. ,�' a� �� F A94P OM � AND SIMPSON RD., A 1-INCH IRON PIPE AND AID STI�IrQi PLAN 5 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 0`�2496� PLANNERS ENGINEERS 9 U R V E Y O R TAG MARKED COUNTY SURVEYOR IN A CAP `+�� OF SHTS. FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE * Exp. 12 31-14 WELL MONUMENT: DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING �� �� �� PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 STA. W*W.00 TO STA. *OQ.00 AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE !„ $ $�! 2 Sou® �R WALK _ s� civIL �P ELEVATION= 1444.021 VERT. DATUM: NGYD29 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ,�/ DATE qT 0�� FOR: C ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL MARK BY DATE APPR DATE �G�C�• ��cs !/ F C;AL�E SCALE: FILE N� BY THE CITY OF MENIFEE AND/OR COUNTY OF RIVERSIDE. EN IN ER REVISIONS CITY -'� DATE 1 H: "=4 *... STANDARD PACIFIC HOT S -N...._ - i 120' MEDIAN TAPER STREE T g¢ o N ; MATCHLINE SEE TR. NO.34406-4 M TRAFFIC SIGNING & STRIPING PLAN o o 30 HERI TA GE LAKE DRIVE 20' 20' 0 PROP. R PER MS 4121 8 PROPOSED R - - - f _ �` - - - - "' m PROPOSED R/W PROP. 6' CURB & GUTTER MS 4121 1 - _ _ 6« G - 15 _. _ EXISTING STRIPING PER � � _ 0D ao _ - — —00 204 00 - — 4121 STRIPING PLAN 1 �, 1 21 4 3 14 4 `' a _FT" - _—+_ - - - 51+00- 3 120 7 _ N 53 14 21 d 4 14 00 9 lawn $ saw -00 1 1: �' 21 1 204' 7 0 4 14 15 4 15 N ST. — � — — '- PR( ' GU 4121`. -- PROPOSED 6" CURB & GUTT .J 15 21 0D � 30 �, \,i �� 15 1.1 N PROPOSED 6A CURB & GUTTER __-_ — -- — — / $ _ �W W PROPOSED R W °C 20' 20' ' - - - - -- - - - - PROP. R/W PER MS 4121 o / J Q_ ,�, PROPOSED R/W W o � o MATCHLINE SEE TR. NG.34406-5 �! M - TRAFFIC SIGNING & STRIPING PLAN + + 3 O 00 ap J O0 W � � �� � � +N� o � STREET K N g N m W `� Z �-Z _ 120' MEDIAN TAPER d- a 0 w 120' MEDIAN TAPER n W Q J 60' MEDIAN FLARE tpw M � — � � �� Q Ja W � �� OCID O rnJ I a N C7 b � J� ~ d W a Obi 0 trim 8 to � Z � W � N3 C> c3J � �Cn Z + � + N �IERITAGE LA11TJ' DRIVE co II cow " z C14+ + � o z 30 `� m PROPOSED R/W ��_ `a + W W - - - - - - - � 038 � 44 y ------- POSED Er CURB & GUTTER 11 5 '15 17 - �,,,,. OD 204 0 -- _ _ _ - 1r�, N -_ rn o _ o on _ _ " o= 00 - 21 15 1 21 N611 � 21 N 120' 3 j � __H __ _ ►► 14 4 `� 21 1 o o (p CD N F 1 a _ 0 21 204' 14 y�, --- ". ----_----- --------------- -- - _ _ _ per}- _ _ OSED 1 " CURB & GUTTER ----- ---- 21 P- M 5_ _ 30 44 \ 115 _ 6 z V1 38 PROPOSED R/W - - - - - - - - - - - 20' 20' W MATCHLINE TR. NO.34406-6 Co TRAFFIC SIGNING & STRIPING PLAN STREET SS N C TION NOTES 0 0 O PAINT MEDIAN ISLAND STRIPING WITH RAISED MARKERS PER CMUTCD STD. DETAIL 29. PAINT 8" SOLID WHITE STRIPE WITH RAISED MARKERS PER CMUTCD STD. DETAIL 38. ® APPLY THERMOPLASTIC ARROW MARKING TYPE IV PER CMUTCD STD. © APPLY THERMOPLASTIC 12" SOLID WHITE CROSSWALK OR UMiT LINE PER CMUTCD STD. O PAINT Er DASHED WHITE STRIPE PER CMUTCD STD. DETAIL 39A. 11 INSTALL W3-3 "TRAFFIC SIGNAL" SIGN PER CMUTCD STD. 14 PAINT NO PASSING ZONE STRIPE WITH RAISED MARKERS PER CMUTCD STD. DETAIL 22. 15 APPLY THERMOPLASTIC MARKINGS PER CMUTCD STD. A 17 INSTALL R28(S) "NO STOPPING ANY TIME' SIGN PER CMUTCD M. 21 PAINT 6' SOLID WHITE STRIPE PER CMUTCD STD. DETAIL 39. 0 20 40 ao 160 25 INSTALL R7-90 "NO PARKING-BIKE LANE" SIGN PER CMUTCD STD. DIAL. TOLL FREE ._. 1"=40' GRAPHIC SCALE 3O INSTALL W11-2 "PEDESTRIAN TRAFFIC" SIGN PER CMUTCD STD. p 1-B0-227-2600 38 INSTALL R81(CA} "BIKE LANE' SIGN PER CMUTCD STD. AT LEAST T�MO DAYS e�E YOU DIG 44 INSTALL W16-7p ARROW SIGN PER CMUTCD STD. Ug1�EfloR0U1rD SO MCE ALERT of sovn*m cmmmi ► NOTE: IL SEAL- EA VEER V=RPM Ave. BENCHMARK: TRACT NO. 34406 CITY IMP. O8�O'12 SWORK HALL NOT CONTAINED OMMENCHI UNTIL THESE PLANS CITY OF ENC F 1 C)EP/�RTIV�NT Q� o pFESS/ MOR8E �,� RIVERSIDE COUNTY DESIGNATION M-13-63 o �'�l '''"�CA9� DESCRIBED AS FOLLOW. off � 4 ENCROACHMENT PERMIT AND/OR A GRADING Q`� �0 SCHULTZ ��M D THE INTERSECTION OF LINDENBERGER RD. SHT. PERMIT HAS BEEN ISSUED. � � ,oy'P ��_ �' �`��'°°16 AND SIMPSON RD., A 1-INCH IRON PIPE AND ' Sol 8��� THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 052496 m TAG MARKED COUNTY SURVEYOR IN A CAP �� STpqgq3 PL.l1�! r� PLANNERS ENGINEERS SURVEYOR HEWAGE `� g.Abdo—AM 1 OF SHTS. FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE �'-���'1 d� Exp. 12-31-14 WELL MONUMENT. DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 :ETAS TO TAuuvmLW AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE $ IV, eciv s� crvl� �`� ELEVATION= 1444.021 VERT. DATUM: NGVD29 TY ACCCEPTABL.E PRIVATE ENGINEER SOLUTION ANDEREVISI GN TIBLE FOR HE PLANSDETERM114ING AN FOR APPROVAL ��. / "i DATE �TF CALiFp�� SCALE: FOR: FILE NO MARK BY DATE REVISIONS APPR DAT �IJ/ � STANDARD PACIFIC HONES q� •�W BY THE CITY OF MENIFEE AND/OR COUNTY OF RIVERSIDE. ENGINEER CITY DATE H: 1 =40 s**V- pmg - 120' MEDIAN TAPER C6 J > > � � N N STREET DDD I n N HERITAGE LAKE DRIVE + o TRI F{�CT CHLINE SIGNiNCT& S RIPING6 PLAN + w Ncz PROPOSED R/W — — — — e 0' 20' �_ — —PROPOSED R/W — °° o — — �° �•• EX 25 15 17 15. _ PROPOSED -6"-_CURB &...GUTTER�� _---------------�--__--- --. - 6 _ � PROPOSED 6" CURB & GUTTER�'� $ TAR -- _ G 22 �D� X\S a 21 1 ? 1 4 14 21 4 42+ 4CN 150' 4 44+00 1 � O CD 21 �° 1 21 — — —� �-- 204 _ N I 3 14 21 1 1 O O O U - _ - - - -- O PROPOSED b'' Cl & GUTTER ui 38 15 15 -- PROPDSED Cr CURB & GUTTER AT - - - - - - — I 25 EXIST. 5f%W PER PROPOSED R/W CL TRACT NO. 30705 PROPOSED R/W W w / SIGNING & STRUNG PLANcc DWG. 935-D R'w + g MATCHLINE TR. NO.34406-3 0 C o — N TRAFFIC SIGNING & STRIPING PLAN � . Mm + ? STREET 'Z' � uj 120 MEDIANTAPER W + o N W d. J o 120' MEDIAN TgpER w ►- o S °`a Q_ g J S T 'AAA ' Q CHL � N o N° HERI TA GE LAKE DRIVE TRAC T& TRI PLAN PROPOSED R/W — — — — o ' ' °° o - 3�8 46 i h $ 5 15 15 / 15 �: ` PROposED - --- -- — — PROPOSED 6"CURB & GUTTER`� ------ 6 - /w 204'0 0 0 a N 1 21 N 21 4 14 15 1 4 120 N 7 51 +00 - -� STI21 co 21 1 21 Q 7 2p4' 3 14 4 &-4 21 n, o \ z �� — o — — - _ o --�� a - - - - - _ ---- -- _ 0 0 1 ----- -_ o - - _ _ ---ui PROPOSED 6"- CURB & GUTTER 15 _ 25 , 17 3.$ 15 0 1 5 30 46 PROPOSED R/W �.� � cl- 44 ck: w — — — 5 a 30 o a , j J _ — � Op � v o �- o 20 z _ o •� `D Q � J a' `r' 4 o a MATCHL.INE TR. N0.34406-2 �ii�3 00 + ter` oa � — � cc aC'►= �? 'i' cp co N� 'n w TRAFFIC SOW & STRIPING PLAN o �- �°' 00 Z o + �" + N 21 �; � �, R dm o dz z ST. RR "' m � o cn� �. 120 MEDIAN TAPER � o PR�A�� 1 210,00 Selo Raw \X 1 CONSTRUCTION NOTES O PAINT MEDIAN ISLAND STRIPING =VITH RAISED MARKERS PER CMUTCD STD. DETAIL 29. 30 PAINT 8' SOLID WHITE STRIPE WITH RAISED MARKERS PER CMUTCD STD. DETAIL 38. 1h��� \:, ,. 1 ® APPLY THERMOPLASTIC ARROW MARKING TYPE IV PER CMUTCD STD. 21 © APPLY THERMOPLASTIC 12" SOLID WHITE CROSSWALK OR LIMIT LINE PER CMUTCD STD. 4 1 4 0 PAINT 6„ DASHED WHITE STRIPE PER CMUTCD STD. DETAIL 39A. 3 ® SANDBLAST CONFLICTING STRIPINGS/MARKINGS. �� 14 PAINT NO PASSING ZONE STRIPE WITH RAISED MARKERS PER CMUTCD STD. DETAIL 22. 5 15 APPLY THERMOPLASTIC MARKINGS PER CMUTCD STD. 17 INSTALL R28(S) 'NO STOPPING ANY TIMr' SIGN PER CMUTCD STD. 21 PAINT 6" SOLID WHITE STRIPE PER CMUTCD STD. DETAIL 39. 25 INSTALL R7-90 "NO PARKING-BIKE LANE" SIGN PER CMUTCD STD. 30 INSTALL W11-2 "PEDESTRIAN TRAFFIC" SIGN PER CMUTCD STD. 38 INSTALL R81(CA) "BIKE LANE" SIGN PER CMUTCD STD. 101111041, TOLL FREE44 INSTALL W16-7p ARROW SIGN PER CMUTCD STD. 0 20 40 80 160 1-800-227-2600 . 46 INSTALL W16-9p "AHEAD" SIGN PER CMUTCD STD. AT LEAST TWO DAYS • 1"=40' GRAPHIC SCALE BEFORE YOU DIG UNOElNi110UND SERVICE ALERT OF SOIIIMEM Q%X01 MI NOTE: SEAL- V=RaM Am BENCHMARK: TMCT NO. 344M MY wP, Wow WORK CONTAINED WITHIN THESE PLANS MY OF lEEF�iG DEPARTNIWNT ENGINEER M O R S E Sui,,,350 SHALL NOT COMMENCE UNTIL AN Q�oFESSi�,� � ��� RIVERSIDE COUNTY DESIGNATION M-13-63 �° 0 J. q� S C H U L T Z Moios�a-�•e� DESCRIBED AS FOLLOW: �Y � SHT. ENCROACHMENT PERMIT AND/OR A GRADING �� �Q� lF� c^� IN THE INTERSECTION OF LINDENBERGER RD. BACK PERMIT HAS BEEN ISSUED. FAX 94W-2M-*M y AND SIMPSON RD., A 1-INCH IRON PIPE AND Sol AMSTid THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 052496 P L A N N E R S ENGINEERS SURVEYOR TAG MARKED COUNTY SURVEYOR IN A CAP FAITAt1E _g pF �+ SHTS. FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE �-,���J d Exp. 12-31-14 WELL MONUMENT, .�__40 DESIGN HEREON. IN THE EVENT OF DlSCREP,�iCIES ARISING * * PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 9TA, 34*W.00 TO STA. AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE 14 �t7 2" 11a4D CI�Ue6M/M..K civic �P ELEVATION= 1444.�T. DATUM: NGVD29 rry PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN %� DATE 9T FOR: MARK BY DATE APPR DATE / ll F OF CAl\F SCALE: Fl{� pQ ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL REVISIONS c ����L� ��`' DATE H: STANDARD PACIFIC HOMES �� BY THE CITY OF MENIFEE AND/OR COUNTY OF RIVERSIDE. ENGINEER CITY I: