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912mm_sppF} Jnderground Service Al Call: TOLL FR l 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 2 170 LA v W �.��'PRD�3E,D F/NISN ` PRO P05ED r f 45 &ADE (Q � / i W /04 lfC A "AM_ � O VP,( -2/7/,40 � 41 i O 13*Zp, p� �'' m fl - $4 i 45ROUlA10 Pt o o 1w o a} N n h w tod VE 0 i� 'i R N N ri Vf/ i l` � N oo,S 2184, 20 / N N N N a1 EVt /01y VC O 14450 o $ Ve1= zf8a (CPOh /510L 00 W a p� � 1 s ' SCA L E J� HORIZ 1 a= 40 VERT t"= 4' i 3 14- 151 17 i'8 ! '7 2! 22 23 ' 1 , i - I {n• I f U . r / y ,,w, •� RAW \ o K 20' 37'05 "E ca — _ \ ► _ _ - �, 08 'At314 70 !e — _---------- — to --- \�--- ---- _ _—_ --- --- \ 14 -� �- TAN tF4 \ o T ' /L T 30 # 30 \ F 8 Oj CURVE DATA p �Z A = 4V a //' 50" Rs /50. 00 4' 12' 12' 4' --- ��_z� L- 128.84' T=68.!07` :___ 40 7be private engineer signing these plans is responsible for assuring the accuracy and acceptabi ty of the design hereon. In the avert of discrepancies arising allw DATE BY MARK county approvai or during construction, the prhete engineer shag be responsible for determining an acceptable solution and revising the plans tar approval by ENGINEER ibe county. DESIGNED BY REVISIONS DRAWN BY RECOMMENDED FOR APPROVAL DATE APPR. DATE CHECKED BY COUNTY DATE CHECKED BY rim SEAL COUNTY FESS;Ile p,' z� �Y No. 33950 'F EXP. 6-30-9' 0�v>_ GfVI1-/ LEVEL LINE 0.32 2 �T TANS LANE 40 cafe 1 S AL REriF 0 BY DATE'S/rg�9% AKERS E MUSSER raoFeargl�� L'�', �':tR,AANSP0fqATKKDEPT.. - f BOX 306 RIVERSIDE COUNTY CALIFORNIA R.C.E. NO. 3 1 `1 SP EXP. DATE G 34g/IAtCx*r"US99r ROMOLAND, CA 92572 C 2�r�4!' m DEC 31. 167 _ .�1__ PREPARED BY Dare_/�909-687-4-908 0�'TF etvr` w� Of �. 4A. - SCALE t r`_ 40 BENCHMARK CµtFO IFART 4. AkLV45 DATE R.C.E. NO. 237/.3 EXP. DATE N N _ 'ti _ N� t - N d 300' v VP!= ZE4" $O Z055C? - r }- i 3 14- 151 17 i'8 ! '7 2! 22 23 ' 1 , i - I {n• I f U . r / y ,,w, •� RAW \ o K 20' 37'05 "E ca — _ \ ► _ _ - �, 08 'At314 70 !e — _---------- — to --- \�--- ---- _ _—_ --- --- \ 14 -� �- TAN tF4 \ o T ' /L T 30 # 30 \ F 8 Oj CURVE DATA p �Z A = 4V a //' 50" Rs /50. 00 4' 12' 12' 4' --- ��_z� L- 128.84' T=68.!07` :___ 40 7be private engineer signing these plans is responsible for assuring the accuracy and acceptabi ty of the design hereon. In the avert of discrepancies arising allw DATE BY MARK county approvai or during construction, the prhete engineer shag be responsible for determining an acceptable solution and revising the plans tar approval by ENGINEER ibe county. DESIGNED BY REVISIONS DRAWN BY RECOMMENDED FOR APPROVAL DATE APPR. DATE CHECKED BY COUNTY DATE CHECKED BY rim SEAL COUNTY FESS;Ile p,' z� �Y No. 33950 'F EXP. 6-30-9' 0�v>_ GfVI1-/ LEVEL LINE 0.32 2 �T TANS LANE 40 cafe 1 S AL REriF 0 BY DATE'S/rg�9% AKERS & MUSSER raoFeargl�� L'�', �':tR,AANSP0fqATKKDEPT.. PO BOX 306 RIVERSIDE COUNTY CALIFORNIA R.C.E. NO. 3 1 `1 SP EXP. DATE G 34g/IAtCx*r"US99r ROMOLAND, CA 92572 C 2�r�4!' m DEC 31. 167 PREPARED BY Dare_/�909-687-4-908 0�'TF etvr` w� Of �. 4A. - SCALE t r`_ 40 BENCHMARK CµtFO IFART 4. AkLV45 DATE R.C.E. NO. 237/.3 EXP. DATE REVIEWED FOR CENTERLINE PROFILE STUDY AND SEEMS TO BE WORKABLE AND ACCFPTA I FOR FUTURE ENGINEERING. NOT FOR CONMUCTION. PARCEL. MV NQ 25WSHEET "o. COUNW OF RIVERbM Z CENTERLINE PROFILE STUDY SCHEDULE "H" OF 2 SHM TAM LAW FR.ENO. GL FOR fiV/V NA*ADATC WO. 41 551 200' VC W VP/ - P/Curs. :50 p EX/5T. GKOUAID (a f W 4.a LQ PROPOSW FINISH 2-18 GRA DEP _ 2180 / s. IN ty1 mv � o is � : N IN `- 2170 thy 150'vc VP/ s 2/". /3+50 SCA L E HOR/Z /"-40" VERT J"=4" 13 �219Z ND fn �z��--,►--s=ue— — -`%-� s�4�� .,- `�1 � � see l �f! N a &' 11;0 ".E ,fib / I x j r 79 ---� b J % '"'ter ,. �' ! .. ` ✓ y dO `� `` �— ,�f � � / •° �''fir%'-r �C.� Op f Underground Service air Call+ TOLL FREE 1-8W 422-4133 TWO WORKING DAYS BEFORE YOU DIG The prhWe engross signing these Wens is responsible for assuring the accuracy and aceept+ blgty of the -design harem In the event of d(screpancles arising alter DATE BY MARK county approval or dulfnp construction, Me private enghmw shag be responsible for determining an acceptable solution and revising the plans for approval by ENGINEER Me county. DESIGNED BY REVISIONS DRAWN BY 0 C uRyE OA rA ~ a. 20000,001, L s 104-72, T= 5z. 10 f RECOMMENDED FOR APPROVAL DATE APPR. DATE CHECKED BY COUNTY DATE BY SEAL COUNTY Q�OFESSIONq ti� Qv •. w Y d No. 33950 't EXP. 6-30- QRpFESgrO\� m C 23713 a DEC 11, ip97 a IVI UF cu.Fo 0' _30' 12 12 4 LEVEL LINE 0.32' MPS Ism 2.• � KAFRu couRT MAX limb — Q) 0 n REVIEWED FOR CENTERLINE PROFILE STUDY AND SEEMS TO BE WORKABLE AND AC EPTABLE FOR FUTURE ENGINEERING. NOT FOR CO STRUCTI N. w PARCEL. MM Na 233 SHEET NO. COUNTY OF RIVERSIDE 1 CENTERLINE PROFILE STUD SCHEDULE "H" —IOF NO SHTS. KMU CC3 T 2.c J F FOR GLENN NAXA©ATE Wo.41 68 912 -/'1 TOPO SOUR: E R. C. c C. A W. C. O. SEGr/ON 4, r. 5 S. R. z w• , 5, a. 6 A4. REVS�EDB DATE �� 9 AKERS & MUSSER F TRANSP ION DEPT, RIVERSIDE COUNTY CALIFORNIA leArstKIser PO BOX 306 I R.C.E. NO. 3 3 9 s a EXP. DATE -!G!/3 rr ROMOLAND, CA 92572 f PREPARED BY PREPA E DATE a 12s�, 97 909-687-4908 k SCALE r = 401 BENCHMARK L, K R.C.E. NO. 23713 DATE EXP. DATE 12/31117 Q) 0 n REVIEWED FOR CENTERLINE PROFILE STUDY AND SEEMS TO BE WORKABLE AND AC EPTABLE FOR FUTURE ENGINEERING. NOT FOR CO STRUCTI N. w PARCEL. MM Na 233 SHEET NO. COUNTY OF RIVERSIDE 1 CENTERLINE PROFILE STUD SCHEDULE "H" —IOF NO SHTS. KMU CC3 T 2.c J F FOR GLENN NAXA©ATE Wo.41 68 912 -/'1 k Q fZ�'.//ElR� D BY DATE 1z l'F47 c Qa0>: e s s foe' R AN PO PT, RIVERSIDE COUNTY CALIFORNIA �x C 23713 R.C.E. NO. 3 3 g S 0 EXP. DATE DEC st• teas -,� f D PREPARED BY DATEzklc o ers �G musser �f•�T C/V1�. `3�P Of SCALE a _A L • DATE R.C.E. NO. 2371.3 EXP. DATEI O� 61 a �- ! n, .•- '"" GRADE !40 ter t._ /3 *Z0, 0z in a = tiMl�Vca• h `"} ON� X5r %J �h GROUN -16 D P� /40 VC i 71 N h 0901 2184,270 tiOm ONe -- N%00VC, 4 ttG�SO h ' N a?, $ l v * 00 •✓,L % T A� tt1 41 a Q VP/m 22'09. $O 01p J tail° zJf.50 i d- S►CA L IE_ -. HOR/Z 1"=40" VE R7 4' i 13 14- 15 17 f e _ -� j ell SEE 5 - I N 20' 37'45" F- 08 \ 15 3/4.70 r N E LANA IN, � iu O 22oQ X -X ./ / � ' , rA CURVE DATA jndergrcwnd Service Ater Call: TOLL FREE I -8w 422-4133 TWO WORKING DAYS BEFORE YOU DIG The private engineer signing these plans is responsible for assuring the accuracy and acceptabigty of the design hereon. In the event of discrepancies arising atter DATE BY MARK county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by ENGINEER the county. DESIGNED BY �► ` d = 49' 11 ' S©" RX 150. 00' 4' 12' 'po Al� � � ,z L ■ 128.80 ' T= 68. <o?' \ ` .2 1 E 0 32, RECOMMENDED FOR APPROVAL DATE APPR. DATE CHECI REVISIONS COUNTY DATE DRAWN BY CHECKED BY kL COUNTY V�� �A-0I-�s IR -1 Y No. 33950 EXP. 6-30-A ,4-.- DIV1�-/ LEVEL LIN 2 7L Z �k TAKE LANE 40 ►L fZ�'.//ElR� D BY DATE 1z l'F47 c Qa0>: e s s foe' R AN PO PT, RIVERSIDE COUNTY CALIFORNIA C 23713 R.C.E. NO. 3 3 g S 0 EXP. DATE DEC st• teas -,� f D PREPARED BY DATEzklc o ers �G musser �f•�T C/V1�. `3�P Of SCALE CA►,IF�4 _A L • DATE R.C.E. NO. 2371.3 EXP. DATEI AO K rui Sca`e 1 A KERS & MUSSER PO BOX .306 ROMOLAND, CA 92572 909-687-4908 REVIEWED FOR CENTERLINE PROFILE ;STUDY AND SEEMS TO BE WORKABLE AND ACOEPTABLE R FUTURE ENGINEERING. NOT FOR CONSTRUCTION. PARCEL MAP Na 25357 SHEET NO. COUNTY OF RIVERSIDE CENTERLINE PROFILESTUDY OFZ SHTS, SCHEDULE "H*1 TANE LANE F{LE NO. FOR GLEAM( /VAkADATC w 4�