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166 166 164 164 ENGINEERING Bas sue. Avmue osuite C 162 W " a 162 So= Ron Cs 95404 c� w Tel: (7M 544-0784 STA 50+11.45 STA 50+5304 FCC (707)544.0866 c- CONFORM TO EXIST BRIDGE CONFORM TO EXIST BRIDGE E1EV = 160.13t ELEV = 160.201 STA 50+85.41 U CONSIRUC)IONACENIERLINE CONFORM TO EXIST AC O Copyright 2012 160 ELEv = 15s.ast 160 -0.96x W 0.57X -- ESS W __..__�__ _ -0.08x - _ _. _. 0 _ _-_ __ ___^R ONqe ..__---- -- � �� Fy ___ __P_. ------ -_ 8 -------? �� S o� c'2 -a - 1 S PIZLEFT SIDE `�+ PROPOSED SURFACE ® ^ 19 `ro W it = ^ CONSTRUC1iUN CENTERLINE N 8 + ��? � Cl I� DITCH FLOWIJNE h II ,� '~� $ I-: ^ - I I "' '� u rr 'No- 30888 158 �w('� II q N .� �� + �� II q N� 158 ExP. 3-31-14 Or" ----------=---------------8 N II ------- ---L-EF-T- S�IDf-------------------------------------------- + RIGHT SIDEg ^TCH LOKINDICH OW-UN156 1 If F CA 156 U) ' (E) 12° STORM DRAIN W fla Z (E) 6" GAS MAIN — 154 � — -- — — — — — — — — — — — — — (E) 12" STORM DRAIN I 154 l ; o I O INV = 154.46E INV = 154.16t I CORRAL HOLLOW CREEK <( INV = 153.52t i N 152 152 LO I I r I n Q 1 7 150 a 150 U) .......... r I , I 148 tl 148 0 PROFILE + HORIZONTAL: 1 20' 146 VERTICAL: 1 2' 146 47+00 48+00 49+00 50+00 51+00 52+00 Q NOTE: THE LOCATIONS OF EXISTING UTILITIES SHOWN ON r /� THESE PLANS ARE APPROXIMATE. THE CONTRACTOR v J SHALL FIELD VERIFY EXISTING CONDITIONS AND Z W LOCATIONS PRIOR TO BEGINNING CONSTRUCTION 1 i W wEE 1 J Q 1 - O� � LU LU Uj J J J J J J J J J J J J J J J J J J 1 J J J J J J J0 0 0 0 o n in o o ') 0 0 0 0 0 0 0 �n APN 253-130-02 o o p 0 0 0 0 <v APN 253-130 01 C o O LO � N N O u7 N O Lo Lo 0 Ln In N N un Lo - u- � r 0 o c csj �_ 0 u) 0 co co 0 co N 0 co c co o LANDS OF o m N m N m N LANDS OFcl) w +I r Q w co co coo a o }I Y M }I Y M }I Y w LONE STAR AGGREGATES PTP = Y 7 F Y TEICHERT LAND CO LL N M N W �n W �n W V J O W 0 u) o W co W N O a7 W �n M W M W M F- 0 1- O Z 0 o a O P01NT 94 O a N N O OO a r J O 0 a (D i V >> H � f- D u7 � mff M V> M V> (9 V 7 O X M 2 o r ll' r --� r M O 0 O V o Q N 0 N lZ' N a 1 uj J V•j 43.3 cM tl M M 0' +I �j }1 omco M n v m� vaN a no morn o r o rn r 0 m om(1 oSrn 1 rn ar rnmo ��o N2071709.1038 n �M r 0m r my o �M t U - t co +� M t 0 t U) r t coc)o t t O) t M } t + W N t W t a O t a c,4 } O t U) �- + 00 + + E=6296498.4409 t w o + a r + + o ro w a00� o wai o o0�o W ow0 oO� M WW M W6 rn m rn + rn W 0O w vzO v O� v 0� v 0� � zr vC)r vwC� v �cn v�r v WOv O�v Jrn v L(�"tJu-, V JWn v0o �zr � �r c0uo LDIL� 159.75 LO 0LL 0LO LO o _j o �� 00� a (� � a a^ a W a W� a atQ � < Z LL a a- a 0 a Z :L a a� a O� a z W a 0� a O� a a� a 0 � a o `� a a� a Z � a z� a T a Z� W d (, F za I- zc� wJ <wJ EXIST E oa BCD I-zJ I- Odr d za I Oa za H za F C� I1JJ I- zJ I- fd I -Oa Oa F- za F- a Oa C ! cn m w (j) L - J) LU W Cl) W LL J) CO L U) (D r� U) � 0 L. cf) LU L u) 0 LU Cf) 0 LU W < W UJ C� W (7) a W (n a W U) 0 L cn m LL 1 co W W U) 0 W co 0 W (D 0 W co a w U) LIJ rn O w CONSTRUCTION NOTES O z 0�0) r I I S1 SAWCUT &CONFORM TO EXIST AC EXIST DW` 1 S2 DAYLIGHT LINE/GRADING LIMITS < r , 1 S3 ADJUST UTILITY TO GRADE ` O y �GRADE SWALE - SEE SWALE DETAILS, SHEET C-4 W Q 1 S5 CONFORM TO EXIST GRADE Q' a P4 S4 S2 L.. SS S2 S4 1 S2 U O (%) R/W �� <g R/W S6 15:1 ASPHALT CONCRETE TAPER J M 59.5 59. _ - - .,. _ �... _ _ �,,. _ ., .� P3 PRESERVE STORM DRAIN o O L.L �. n — T r �590T —I— GRADE BREAK 1595 GRAD REAK W - , :. ... P4 PRESERVE POWER POLE GRADE C� EDGE OF PAVEME'f'�T , O �' O EDGE OF PAVEMEN L10 0 P5 PRESERVE UTILITY BOX N n co N P7 1 Si N O N' r P7 PRESERVE BRIDGE O 00 47+50 48+00 1�5 49+00 t5s W 00`'001E 49+50 CONSTRUCTION /"1 Q+QO 51 QO 51+50 521 — — T — — — — F r. 159.5-- ' ^ .�.�� 5279.95 CENTERLINE $ MaeARTHUR DRIVE -LEGEND Q N r r "' �' t ROADWAY RECONSTRUCTION - SEE EDGE OF PAVEMENT EDGE OF PAVEMENT SHEET C-3 FOR TYPICAL SECTIONS AND GRADE BREAK,'�_ a59. —. _..� — -. _159. - - — - - — - — = S6 FURTHER DETAILS 1 -,"" GRADE BREAK LLI _,. , R; W o Z '" " ••' ' �"-�� ROADWAY SHOULDER -SEE SHEET C-3 s — P3 S4 S2 S4 S4 S4 P5 P3 S2 .• _ ._ J _ FOR TYPICAL SECTIONS AND FURTHER _ P3 � DETAILS R/W N U a R/W Submittal / Revision: A\ 0 3 l_e 1 20 0 20 IO SCALE 1 " = 20' Job No: 06-1262 1 1 1 _j 1 J) Drawn By: SIGHF- 1- H F- H H H F I- F- F- f•- z w W W W LU Q� w 0� Q� 0� 0 a o APN 253-200-07 rn a} o �n a o rn I 0 APN 253-200-08 o Op 0 Y I 0 0 0 0 ti w APN 253-210-15 N �j u7 N > LO N �j �n N Jn � u7 rn � 0 o U) LANDS OF 00 U) 0 0� 0 00 LANDS OF N m = W N m N co LANDS OF Y Y VINK BROTHERS AGP Y Y Y Y 1 Y KATHERINE LATORRE W 1 Y Y } TEICHERT LAND CO s oa oa 0a 0a oa oa ui 1 na M J �/ 1 0 o Z ow cw c� s N o LUO W O W o W o W o W o w o w E Om00 om� x)C0 u7mr om V omM rna! Lr)M .o Q U Ln �.N �M rm� QOmr W �� CC + M + O + N + O) t �n + O + CO t N t :�0 t W t :r + + 0 + CO ow owoi oW 00 ao rnw 0) G) 0)Woi o O6 oOa; o wrn owoi oWai o0m x o v0rn Cl) v0rn TQ vD f 'IT v J)r- v0uo rr) W o L'1 U_ n Un JL uo0o u-)Oo Leo �E aa� aa= aa� aa� as aa� ao=I aa� az� 1 az� �J r�O �Ir <O �zJII-�O F Oo O 1 i Oo 1- za �(7 i �O E--zc� N cn 0 W v7 cD W cn CO r_ cn C0 IL c) 0 IL cn CO I,_ cn w LL cn 0 r1 U) O W f , cn O W u) a w w w � x� PLAN x � SCALE. 1 — 20 1 1:\12 \2 - cArthur Drive Improvements\Civi1\C7 - C12, C15 - C16, C19.dwg, 12, 7, :53.14 PM CURVE AND LINE TABLE Number Length Radius Delta Line/Chord Direction C6 29.77 42.00 40.6185 N36" 53' 14.16"E L7 32.76 S32° 17' 32.70"W L8 36.00 NO' 00' 00.00"E L9 32.76 N32` 17' 32.70"E L10 12.32 N3° 37' 27.48"E L11 12.43 S3° 48' 50.67"E Checked By: DS Date: 2012-09-04 Sheet Number C-1 2 12 of 19