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HomeMy WebLinkAbout2053-3SAWCUT DRWY AT PT. 1 1 "L" - PER TABLE ON PLANS. B B A D=4.5" L 0) .-/LL - - SLOPE =lyf/E�E 2:1 SLOPE 4G' \ 2:1 SLOPE (TYP. ) TYP. .............. PROPOSED /"-'-- ---CURB & GUTTER \ `n rn EXIST. E SAWCUT & REMOVE EXIST. PAVEMENT AT "C, PER TABLE ON PLANS (TYP.) EXIST. AC PAV'T EXIST. AC PAV'T V JOIN .PLAN WEST R/W 3 S' I 19.5' I JOIN D=4.5" J 1" LIP SAWCUT & JOIN SIERRA AVENUE EXIST. PAVEMENT - OVERLAY PER TYPICAL SECTION EP SECTION A—A DRIVEWAY RECONSTRUCTION DETAIL ALONG SIERRA AVENUE N.T.S. .. W" SER TABLE ON PLANS EXIST.I 3" AC OVER 12" I COMPACTED NATIVE — 2:1 CUT OR FILL SLOPE 2:1 CUT OR FILL SLOPE 1 EXIST. SECTION B -B NTS W D ETAI LS 3 l COrYSrA4ICr/ON Nor&%6 -1 CCOi 7_11y r&,h NO. .C7�.�C•�/rdTlO/Y QGG9lYT/TY GC/S//T ® CO/YST. /OV, woo, IlF 4or: zoo ��j CONST. C.�055 GGITT�•� p� Sh'�T. 2/ _ 6,�� _ _ $�_ O C011,6r 0,?05 S GG(TTC-,,4iZ /E'er -S11r. _40- ------------ 22 EXIST. STREET SIERRA AVENUE DGE OF PVMT. -----ALL -- ---��----L---��----/1! 62' L — IPING Ln ,- ' b • � CFO � 2. EXTEND PETROMAT AS SHOWN FOR LANES 1 AND TOP 0 SLOPE, PER G, PL�N� LANE 2 s 2 2 (TO STATION 18+00) 1120 X��• AND 5' EACH SIDE OF 1115 12" MIN. 1110 � 1 100 1105 — END OF PROJECT) TOE OF SLOPE — 14 PER GRADING N Ln F 18 2" OVERLAY PLACE PETROMAT PRIOR TO PLACING FINAL COURSE F=— N NTOUR WRAP—AROUND D ETAI L zr_ N.T.S. STD- C(IRB 11' — JOIN EXIST. CONTOUR 1100 x-2:1 MAX SLOPE N/O N FL IND CONTOURS AROUND IN EXIST. CONTOURS REFERENCE SHEET 5 COMPACTION SHALL BE IN ACCORDANCE WITH COMPACTION NOTES SHOWN ON SHEET 2. 9"PC:C \/ V 1.4\ RECORD DRAWIiajpartes Q The Information on this dreg Is ;obtainrs and- must- be verified in the field by anyonse or construction, BALL & FOREMAN, INC. is ible for underground facility locations or depictionround facilities can be feadil seen and verified s th% intend to use same, -a/v,, 4e. SIERRA 6' 5' Q�p�ESS/pNq 2 •s C. ,51 Fti 'CIO a v . c No. 63494 gp,23 .3 0 9 00 F S Exp. Sept. 30, 200 ZD CIVIL ��Q- W R= �� 2 qTF OQ` > .� C. o . OF C AL F Q gpAl F55- ° 90,21 Ln c \ 9p'L$�� 5, R=2' 1.Y_ D 2 ° `w / C. r� V NOTE: ISLAND AND WALKWAY TO BE PEfF SECT/O/V WITH 10"X10"-W1.4XW1.4 WWM. A-9 CURBS TO BE OF STANDARD DIMENSIONS. e -,41- L 41- L rr 9 O� /1ATC11 807-70/1 OF CZ111 r•�r•r//� � Ili// /li / N.TS AVENUE •k Jv 3 ?S. 1// 0 P1 jFS 0A _ FS O!1 dc -0 . 'G _ /VOTER /110TEH :- - i I L Z4 1 ,o�^'T/��osTd,�DETAIL OF ISLAND N.E. CORNER= �� :o.. d fir, �Ef�:oGq/Y / F.QO/f►i �.',� �' � �nl u`\ � _ �� 3OMW \ SIERRA/SLOVER (REF. SHEET 9 NOTE. • ' lIOLL4O G'UIRA )WR dZess M 01E0/w �- o . •L AoQ_ LdN=dPE 1r1d1N7Z:NA96.N .T. S. a / AT LOC,�1T/ONS sl�DK�iV ON P.CQNS. --� CONSTRUCTION N07Es (C4h111jj1ed T EXIST .PVA EME Nr DOR 21 PER PLAN I "-AC THICKNESS, PER PLAN 6 PETROMAT SHALL EXTEND FROM STA 10+00 TO STA 18+00 IN LANE 1, AND THE FULL LENGTH OF SIERRA FOR LANE 2. "PETROMAT' SIERRA DETAIL Q QUd 4/7/ 731 UN/T . Q/� /lOLLEO CUl18 , - rr INSTt11 L 4* PYC SL,607YR d0/1119vold rI&I 2; L f• ROLLED CURB DETAIL O -T, -CA /NSTQLL 2 pYC SL4�'VE �'O!Z /,�✓GQT/oyV /, BSO 1-F TYPICAL-FS_=Q11_FG_. . /VOTE/! N_pT 7 0 -INSTALL - /J2 'SC COMOVIT 2 LOCAL DEPRESSION ® (� 32 in -'0w I _ LI - , 1 �E �. 33 INSTALL ? ° S'GE CONOU/�' 2� -I 982 LF �� 0 /_0 100- Z! Y_- - - 010 it,(2 0 /NST1l1 L 4' SGF w vPLL/T Ag I2�1 S IF o f E R Ey Q ,NSTQL, .511go IV/w sc� clovrT �STl7Cf�P/LE ,Bf�OfrE/1/ �/!/ EfE OEB�/.S F17f� E b '�- ,� y j� 3� INSTALL 2 PACBELC 64A40U/T _ -6• L�' O/S�OSF OF OT�ETr, UrYIyA/l/T B�/.5' - LW -r.. !/.� /NS ---- o - - - TdLG P4C,BELZ CONDU/7, 91.E LF %?M/N_ !�/CL_ 38 CONSTQl1GT-QOLLEO 4YA6 AiF4 DETX1Z 11E�N• V_ CATCH O� UtiGY�/� EO E��Ty s.5 CATCH BASIN TO BE "ClL 5.5 i M T:1INa PER SD_� .S<_ 4-1,0- SE__ CONSTRUCTED PER PLAN (ID) ��� CONC_. ENC. �• 39 !NSTQLL%�CONOU/T �'OQ TQQ��Y� Sr'G�!.4L 2, 97s L�' 3 G E BDTTO/J' OF Ch'A/Y/1/EL TO O/��!//Y �111�A/F�O/'/ STORM DRAIN PLANS. = Flo 1NS7A- LL G_ PULL dOX &'OR 7"_ A -F,1 ,S/G�t/�1L QTJ.' PAST OF ZA 7.S - - - - r/G / PLACE /� SAP =, C�I_Y_ J-4 LONG Cy�f EL-.BOTTZ7r�l. _ _LQ_Cf-iL _ �E��TESS�O/' Y ._ ��TA�� - = -' � /NSTQLL. .2 _ CONOl1/T -.rola.. 7-RAAF/G_S/GN,aL . L_l.5T2D FOR .SO LF - � OV 0 �----1NS_T !�. rr O r - N.T.S. �� 2 .4 4 S =PLACE _ . STE_C12/YC_._F�N..S LOiYG_'- YTOE OFS,COP,E _Cd_SE 3 C�SE- 4 -�-3 - //V.5TA-LL_2 -7,_-6X._ 7!_/,_ 5 -7.7 a_ _VZJ' -- -FEDiE 5r/-!!` CEQP/YOA_UC_lET _T ATCv-- - A�11NT SE.T. 4. /i/STALL /7&,1ZE/NALL 5!,CAZ- -A4O E. /��/GAT/ON fr'EQU/f�EME/vT.S i/�F�6,� 4� /�i/.STALL �" .SCE CO�YOU/T Ag S!_YEEP- �' � j .SL -O EF- � � 0 !, I E/_l/UE -fo-'oar o� 3��-„ Ly�fflo�yLE.V - a - co zroviT - - - F. TiPA_ FF/C' s/G/YAL �TSJ - , AZZ E1%/ 1Wloh' FOf15_/rid Cf1LTi?"_5'.STD. -0/ CONSTRUCTION NOTES 2.OS „ 2�1� /�i'"1g1.O'�� SEEF - - C. 5'CEE_QU%i_QE/_yENTS_-�E�_ __ _ _ _ _ _ __ ___ O1 ----CONST. 8�� CURB &GUTTER PER CITY OF FONTANA STD. DETAIL 101. REMOVE_EXisT A �' �, - - „ -„ CONS . 2 T 6 CURB ONLY PER CITY OF FONTANA STD DETAIL 101 _ ---/Ar.E/�ALS' ==Ea ow oa co�vOUiT �- coca yr_ _c4B _ =--cam ryJ- -- I O/Tly-�EA_Z;4 _- 13 3 AC PAVEMENT OVER COMPACTED NATIVE SOIL PES SOILS tzEPo2T. -- 2.-E�s!C�E�lE,vT _- f-/�Ar,6RALS_---SEE__ �Ac_BELL , 'COV TAC"-o/� / .P �/ !_�r�iT—G_!�N/rE �' 1 SAWCUT' AND REMOVE EXISTING A.C. �E=5'B=COU/YT O/TCi/ _�"=" c _ - _ c� _NOK 6., F'OB 44,V=o�YLI'_ 2R, 0UCT,5' - - 1 „ - - --- - - - STiQEET - - - --- _ya-kZ �E�L�CE EXisT_ Q �'PQvEMEVT I L PES S o 11_S IZE P IzT . LZ—/7.7 = - �� N _ !/�.5TQEA�I,--•� - - - _ ,GAP 6_. -_.SET// /F ONLY � OR � DUCTS' - - — - - - 0 8 /2 AC OVER COMPACTED NATIVE SOIL- _ _ __ o SEGT/ON.S' PER L/rYOFFOit/rANA_-S�p,- U2, BARRICADE PER STD.. DETAIL 118. 5 -CONST. LOCAL DEPRESSION PER STD. DETAIL 121 (MODIFIED) AND PER N.T.S. DETAIL HERE ON. '(9.2,� ,0: • � : , • . • --- O___P,4C-BELL �EQU-/RE�IEN_l.�'-�T� ,9EG//Y--T�ENLf� 26 _ ,• . , .•, .o• • .• _ - CONST. DRIVEWAY APPROACH PER STD. DETAIL 102. • • : • o• , _ I �i1�lTE?/ALS- PTS 66-2;' PT.S' 77 " %BJ I. TEF�/'1//1/ATE �v.'P/,G'U/T��_5L.EE!/0- /1/N OFS' _ �R10E TO OSA//Y GEOTYT/LE _ .. (;9 • .' • . • • • • , _ p�J f- - /( - - - - - - - - -- wc ��.. .... .. -9,, - OfFY UT/L%T 2.--vc�s��EN� BEyOwoc��%sio�zy�l O� /wsr�LL .� 1• - _ ct. CON_I�ETE' FOS ,STs 77 SAO/L/.5'- !/E�?T/I,QL- s�1'ErF_OF/A -GF�AI/EL= _ /�YALL STi�E`Y/{/ p' :.. • ' �� - -- - TOP OF /ST -SLOE - - ` �� • : • : ' � ,, 9� � _. TE/QI_��N,�T7QI_I� __O_E_�,L- -- b .SAND Of>' .5�.-.�0 E/illl./.5E�1�'NT FpR �T.�' 66 yOF�/ZON_T/IL- sIYEEP - GYyE�E .SP�I,E'Pf���c�1/O,E�' �., GUN/TE__OIiEF -�'• CO_ "jai- 1 u�o_�sr�BEo o IyEF,o- ,=LE-OET/LE/_��CH/-AND-CON,DU/T f2_EA.-"O/A. 01�••' .' 0'. P� g AO,�EO Sh�EETs 2�, 27'`28 G 2 — -- - - __ �a o s-C�LE: �4 5• . �a C`�E.S_ :FOR=,DRY U_T/,C/_T/ES 2-1J;I� PELF._-r�I�C�YEEP �,�: ;. ,(, �`,� Lit �D' -voi0 rN7ii_y-GN//I/� oETA/L _ - - s-//9 G.�o•y3 .�1TEET___i��ss�/Y�rS_ L/OLE.S_'_ 0/// c, (8, 0� - - h�, R � - - -., - „- - - - - - '��_, �.�o.��A00CITY 0 F FONTANA, C ,b�TA/L QGIANT/T'/�S_ sr C.��N=NEL_/NI�ERT E/�/cAs��J_-�f//Tiy (� OE \��i" O'� - .3 -- = AODED-%NTEF///L1 L/N/�i/ly OFTE/y1�Cf/iYL. 27-� 6 • /l • 9 T.S. � c _ - _ _V e". �t.Ca: PUBLIC W DEPARTMENT iPEcoN-5 DET�iI,-�-'o�r_co�TOU,� --2792. t i. -9c DRAWN BY STREET IMPROVEMENT PLANS — PHASE I SCALE: _ z. yt ♦ S.:_S -.OF EO !>ET�/L dOXEs 279 Wy /2 - CO r�ov�tcs Ls CU_T--OFF_ GY,gLL �rA�" _ - G ,00TTOM -- - - - �0 DESIGNED - ___ s-17-9, _ SIGNED BY NOT TO SCALE OF_c-y,4�Y . 6EYOrYO �(� I °''� - - - - -Eli/.SEO_-TO_TAL_-sHEETs": NO,- mac. . 2-✓ G iz y 3170 REDHILL � AVENUE COSTA MESA CA 92626-3428 (714) 641-8777 EMPIRE CENTER 1 Ido. 26229 n -i �EyisE� QT�'.s Fo��2,93,.��'-/9-�.s OM�r /.s92 .�-1¢-4 K.W. Zz-v l7Z-ow �T O SA/ PLA/ EXP_ �I?��� CIVIL ENGINEERING LAND PLANNING LAND SURVEYING T i Q=.9',ovEO—F/Y--UT/L/Tf �7Tr�iYlf/,OETA/L- CHECKED BY DATE: — - --- - - --- - — — ----- DETAIL S PREPARED UNDER THE SUPERVISION OF: S.R. ��23�91(245 CIVIL., s -- AY ?4 9 __ �� ���zs� 9! J 0 B N 0. D R N 0. S HT. N 0.: - DATE DATE - 2� - _ �i�.�'-�eF-c- Z9� a . �.���� C��-1��-� REVISIONS GR'S. CITY t- APPROVED _'' , ----'�--._.-- APPROVAL APPROVAL J N OGAN R.C.E. 26229 DATE. 4013 13,1 CITY ENGINEER R.C.E. 25/240 - 3 0 - 62' 12' 26' - 2 -- 190 7' 19' EXTEND PETROMAT AS SHOWN FOR LANES 1 AND LANE 1 LANE 2 2 (TO STATION 18+00) AND 5' EACH SIDE OF 12" MIN. LANE 2 (STA 18+00 TO END OF PROJECT) 14 F 18 2" OVERLAY PLACE PETROMAT PRIOR TO PLACING FINAL COURSE OF AC (TYP) T EXIST .PVA EME Nr DOR 21 PER PLAN I "-AC THICKNESS, PER PLAN 6 PETROMAT SHALL EXTEND FROM STA 10+00 TO STA 18+00 IN LANE 1, AND THE FULL LENGTH OF SIERRA FOR LANE 2. "PETROMAT' SIERRA DETAIL Q QUd 4/7/ 731 UN/T . Q/� /lOLLEO CUl18 , - rr INSTt11 L 4* PYC SL,607YR d0/1119vold rI&I 2; L f• ROLLED CURB DETAIL O -T, -CA /NSTQLL 2 pYC SL4�'VE �'O!Z /,�✓GQT/oyV /, BSO 1-F TYPICAL-FS_=Q11_FG_. . /VOTE/! N_pT 7 0 -INSTALL - /J2 'SC COMOVIT 2 LOCAL DEPRESSION ® (� 32 in -'0w I _ LI - , 1 �E �. 33 INSTALL ? ° S'GE CONOU/�' 2� -I 982 LF �� 0 /_0 100- Z! Y_- - - 010 it,(2 0 /NST1l1 L 4' SGF w vPLL/T Ag I2�1 S IF o f E R Ey Q ,NSTQL, .511go IV/w sc� clovrT �STl7Cf�P/LE ,Bf�OfrE/1/ �/!/ EfE OEB�/.S F17f� E b '�- ,� y j� 3� INSTALL 2 PACBELC 64A40U/T _ -6• L�' O/S�OSF OF OT�ETr, UrYIyA/l/T B�/.5' - LW -r.. !/.� /NS ---- o - - - TdLG P4C,BELZ CONDU/7, 91.E LF %?M/N_ !�/CL_ 38 CONSTQl1GT-QOLLEO 4YA6 AiF4 DETX1Z 11E�N• V_ CATCH O� UtiGY�/� EO E��Ty s.5 CATCH BASIN TO BE "ClL 5.5 i M T:1INa PER SD_� .S<_ 4-1,0- SE__ CONSTRUCTED PER PLAN (ID) ��� CONC_. ENC. �• 39 !NSTQLL%�CONOU/T �'OQ TQQ��Y� Sr'G�!.4L 2, 97s L�' 3 G E BDTTO/J' OF Ch'A/Y/1/EL TO O/��!//Y �111�A/F�O/'/ STORM DRAIN PLANS. = Flo 1NS7A- LL G_ PULL dOX &'OR 7"_ A -F,1 ,S/G�t/�1L QTJ.' PAST OF ZA 7.S - - - - r/G / PLACE /� SAP =, C�I_Y_ J-4 LONG Cy�f EL-.BOTTZ7r�l. _ _LQ_Cf-iL _ �E��TESS�O/' Y ._ ��TA�� - = -' � /NSTQLL. .2 _ CONOl1/T -.rola.. 7-RAAF/G_S/GN,aL . L_l.5T2D FOR .SO LF - � OV 0 �----1NS_T !�. rr O r - N.T.S. �� 2 .4 4 S =PLACE _ . STE_C12/YC_._F�N..S LOiYG_'- YTOE OFS,COP,E _Cd_SE 3 C�SE- 4 -�-3 - //V.5TA-LL_2 -7,_-6X._ 7!_/,_ 5 -7.7 a_ _VZJ' -- -FEDiE 5r/-!!` CEQP/YOA_UC_lET _T ATCv-- - A�11NT SE.T. 4. /i/STALL /7&,1ZE/NALL 5!,CAZ- -A4O E. /��/GAT/ON fr'EQU/f�EME/vT.S i/�F�6,� 4� /�i/.STALL �" .SCE CO�YOU/T Ag S!_YEEP- �' � j .SL -O EF- � � 0 !, I E/_l/UE -fo-'oar o� 3��-„ Ly�fflo�yLE.V - a - co zroviT - - - F. TiPA_ FF/C' s/G/YAL �TSJ - , AZZ E1%/ 1Wloh' FOf15_/rid Cf1LTi?"_5'.STD. -0/ CONSTRUCTION NOTES 2.OS „ 2�1� /�i'"1g1.O'�� SEEF - - C. 5'CEE_QU%i_QE/_yENTS_-�E�_ __ _ _ _ _ _ __ ___ O1 ----CONST. 8�� CURB &GUTTER PER CITY OF FONTANA STD. DETAIL 101. REMOVE_EXisT A �' �, - - „ -„ CONS . 2 T 6 CURB ONLY PER CITY OF FONTANA STD DETAIL 101 _ ---/Ar.E/�ALS' ==Ea ow oa co�vOUiT �- coca yr_ _c4B _ =--cam ryJ- -- I O/Tly-�EA_Z;4 _- 13 3 AC PAVEMENT OVER COMPACTED NATIVE SOIL PES SOILS tzEPo2T. -- 2.-E�s!C�E�lE,vT _- f-/�Ar,6RALS_---SEE__ �Ac_BELL , 'COV TAC"-o/� / .P �/ !_�r�iT—G_!�N/rE �' 1 SAWCUT' AND REMOVE EXISTING A.C. �E=5'B=COU/YT O/TCi/ _�"=" c _ - _ c� _NOK 6., F'OB 44,V=o�YLI'_ 2R, 0UCT,5' - - 1 „ - - --- - - - STiQEET - - - --- _ya-kZ �E�L�CE EXisT_ Q �'PQvEMEVT I L PES S o 11_S IZE P IzT . LZ—/7.7 = - �� N _ !/�.5TQEA�I,--•� - - - _ ,GAP 6_. -_.SET// /F ONLY � OR � DUCTS' - - — - - - 0 8 /2 AC OVER COMPACTED NATIVE SOIL- _ _ __ o SEGT/ON.S' PER L/rYOFFOit/rANA_-S�p,- U2, BARRICADE PER STD.. DETAIL 118. 5 -CONST. LOCAL DEPRESSION PER STD. DETAIL 121 (MODIFIED) AND PER N.T.S. DETAIL HERE ON. '(9.2,� ,0: • � : , • . • --- O___P,4C-BELL �EQU-/RE�IEN_l.�'-�T� ,9EG//Y--T�ENLf� 26 _ ,• . , .•, .o• • .• _ - CONST. DRIVEWAY APPROACH PER STD. DETAIL 102. • • : • o• , _ I �i1�lTE?/ALS- PTS 66-2;' PT.S' 77 " %BJ I. TEF�/'1//1/ATE �v.'P/,G'U/T��_5L.EE!/0- /1/N OFS' _ �R10E TO OSA//Y GEOTYT/LE _ .. (;9 • .' • . • • • • , _ p�J f- - /( - - - - - - - - -- wc ��.. .... .. -9,, - OfFY UT/L%T 2.--vc�s��EN� BEyOwoc��%sio�zy�l O� /wsr�LL .� 1• - _ ct. CON_I�ETE' FOS ,STs 77 SAO/L/.5'- !/E�?T/I,QL- s�1'ErF_OF/A -GF�AI/EL= _ /�YALL STi�E`Y/{/ p' :.. • ' �� - -- - TOP OF /ST -SLOE - - ` �� • : • : ' � ,, 9� � _. TE/QI_��N,�T7QI_I� __O_E_�,L- -- b .SAND Of>' .5�.-.�0 E/illl./.5E�1�'NT FpR �T.�' 66 yOF�/ZON_T/IL- sIYEEP - GYyE�E .SP�I,E'Pf���c�1/O,E�' �., GUN/TE__OIiEF -�'• CO_ "jai- 1 u�o_�sr�BEo o IyEF,o- ,=LE-OET/LE/_��CH/-AND-CON,DU/T f2_EA.-"O/A. 01�••' .' 0'. P� g AO,�EO Sh�EETs 2�, 27'`28 G 2 — -- - - __ �a o s-C�LE: �4 5• . �a C`�E.S_ :FOR=,DRY U_T/,C/_T/ES 2-1J;I� PELF._-r�I�C�YEEP �,�: ;. ,(, �`,� Lit �D' -voi0 rN7ii_y-GN//I/� oETA/L _ - - s-//9 G.�o•y3 .�1TEET___i��ss�/Y�rS_ L/OLE.S_'_ 0/// c, (8, 0� - - h�, R � - - -., - „- - - - - - '��_, �.�o.��A00CITY 0 F FONTANA, C ,b�TA/L QGIANT/T'/�S_ sr C.��N=NEL_/NI�ERT E/�/cAs��J_-�f//Tiy (� OE \��i" O'� - .3 -- = AODED-%NTEF///L1 L/N/�i/ly OFTE/y1�Cf/iYL. 27-� 6 • /l • 9 T.S. � c _ - _ _V e". �t.Ca: PUBLIC W DEPARTMENT iPEcoN-5 DET�iI,-�-'o�r_co�TOU,� --2792. t i. -9c DRAWN BY STREET IMPROVEMENT PLANS — PHASE I SCALE: _ z. yt ♦ S.:_S -.OF EO !>ET�/L dOXEs 279 Wy /2 - CO r�ov�tcs Ls CU_T--OFF_ GY,gLL �rA�" _ - G ,00TTOM -- - - - �0 DESIGNED - ___ s-17-9, _ SIGNED BY NOT TO SCALE OF_c-y,4�Y . 6EYOrYO �(� I °''� - - - - -Eli/.SEO_-TO_TAL_-sHEETs": NO,- mac. . 2-✓ G iz y 3170 REDHILL � AVENUE COSTA MESA CA 92626-3428 (714) 641-8777 EMPIRE CENTER 1 Ido. 26229 n -i �EyisE� QT�'.s Fo��2,93,.��'-/9-�.s OM�r /.s92 .�-1¢-4 K.W. Zz-v l7Z-ow �T O SA/ PLA/ EXP_ �I?��� CIVIL ENGINEERING LAND PLANNING LAND SURVEYING T i Q=.9',ovEO—F/Y--UT/L/Tf �7Tr�iYlf/,OETA/L- CHECKED BY DATE: — - --- - - --- - — — ----- DETAIL S PREPARED UNDER THE SUPERVISION OF: S.R. ��23�91(245 CIVIL., s -- AY ?4 9 __ �� ���zs� 9! J 0 B N 0. D R N 0. S HT. N 0.: - DATE DATE - 2� - _ �i�.�'-�eF-c- Z9� a . �.���� C��-1��-� REVISIONS GR'S. CITY t- APPROVED _'' , ----'�--._.-- APPROVAL APPROVAL J N OGAN R.C.E. 26229 DATE. 4013 13,1 CITY ENGINEER R.C.E. 25/240 - 3 0 -