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I I ; � . -1 I �= _Ll",.� 11+00 12+00 13+00 14+0 1 ( 0 PLAN 1 "= 40' 15+00 17 ,� ,�, 0 ., � - , 0 1* 11 11 I ci _j < 0 cn m 10+00 0 i I � -1 -1 -.11, I � - - _.- . I , . � I I 11 11 i . I PALLAM LANB SEE SHEET NO. I 0 SCALE IN FEET � m -m -m 11115_11111111111=�ll - --m--m- - I __ ----------------------------------- __ - = - - I . , I - - - - - I . . . . . . . I - - - � 4 -_ - - - - - - � " I . I - - - I - - - I __ � ____F ------- L i - � - - - - - � � : � ____ - I I 1. - -- I L , __ ; � I � I --.----------, � ! >: co 3: >: co 3: >: >: K) 1: co 3: . 0) � >. 0 00 3: 0 pe) 0 QD 0 U-) 0 000 r- 0 00 0 - )(0 +_ -to + - _(D +. +. C-4 co 04 (0 +. 14) co +. 11-: Nt (0 "* �:� 134-12*50* 135.86' : 0 - - + (-) 96 0 ;z 97 -6 98 0 99 1 I oc� 0 Z 0 101 "! lb2 W = PER PLAN. 6 (12) NO. 1016 (SCE #7) @ 1 , d PORTICO U LANE I I I 1 I- PRC \ \ \ % \ % \ \ \�X_\_\ - SKYIDW L4M SEE SHEET NO.11 . l �` glll;;;11���il:�i� � �- TZ I j, , : i 140111 m , , - CATCH BASIN NO. 6 SEE SHEET NO. 5 W=10', ly=4.5' SCALE: = 49 1 OCO Z It + 06 - . r�l (.) � 5; 1;5 _____ ,Z/ a 11 FLOw / C3 G� 1\ ci / I/ � lb I,- / I 0) * / / _04 lb R)" . I / N - I ,� / . Nbl - I I , I . . I � 1� Q� tK I ,I I I _� � o 0 / , . NO.. X , I 4�THESE RECORD DRAWINfWq HA,VE BEEN PREPARED, IN , �- lix I;Q, PAR� ON THE BASIS OP "F04MA'"r# C',04APILED AND "', q C)� t, L/ FURNISHeV "Or' ' lr�* - *-*' � v . . - Iq A � ,�� k , - I RESPONW-k-L V- , I I I ,,�\OMAJ , A F is _j -, __* - j___j #--joN 1-1 _RR 1�1 S HAVE SM4 ill" 4% 'TED v ,* m odpols w "I Ci �; li k A REBUILT . 1 vt-;- A * . . tglq I -r- - - - __�,_ m- -_-_--__� �w No 62183 � MI _'Z Expt_�rp_ *rr /Vk , '.�_ / A 4.1t..;') c . '1�1/, A.T SKEE E X P. DATE ___ 9-30-05 REV. REM" OESCRFTM DAlE I Em. alY DA7E I SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT L_ ADD RbCaW OW0. 4;1!11111111�p�w&e F -//.,V * 0, � ),-.$ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL - I - SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, I THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND I I I I I I STANDARDS IN EFFECT. CATCH BASIN NO. 7 SEE SHEET NO. 3 W=14', V=4.5' SCALE: I" = 4' FLOW BENCH MARK: #8-17 CALTRANS CURVE DATA BASIS OF BEARINGS: TANGENT 43.00' 4-12 � r_ C-22 25.00' AN~AAAAAAAANVV~ AAAAAAAAAAAAAAAW 1 2.1 5' _ - DIAL 13 WORKING 137.35' BEFORE VDWO YOU BEFORE kYS YOU DIG DIG TOLL FREE -800-227-2600 0 DELTA LENGTH RADIUS T_ 135*34'05" 137.23' 58.00' /-D\ \ ED/ 90*00,00" 67.54' 43.00' /;A \!f/ 90*00,00" 39.27' 25.00' (0 24-04'1 4" 23.95' 57.00' �Z� 134-12*50* 135.86' 58.00' 0 PLAN NO. 300-1. SEE SHT. 10 (W=PER PLAN) @ ADJUST MANHOLE OR GATE VALVE BOX TO GRADE PER CITY STD.109&130 @ CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 U LANE I I I 1 I- PRC \ \ \ % \ % \ \ \�X_\_\ - SKYIDW L4M SEE SHEET NO.11 . l �` glll;;;11���il:�i� � �- TZ I j, , : i 140111 m , , - CATCH BASIN NO. 6 SEE SHEET NO. 5 W=10', ly=4.5' SCALE: = 49 1 OCO Z It + 06 - . r�l (.) � 5; 1;5 _____ ,Z/ a 11 FLOw / C3 G� 1\ ci / I/ � lb I,- / I 0) * / / _04 lb R)" . I / N - I ,� / . Nbl - I I , I . . I � 1� Q� tK I ,I I I _� � o 0 / , . NO.. X , I 4�THESE RECORD DRAWINfWq HA,VE BEEN PREPARED, IN , �- lix I;Q, PAR� ON THE BASIS OP "F04MA'"r# C',04APILED AND "', q C)� t, L/ FURNISHeV "Or' ' lr�* - *-*' � v . . - Iq A � ,�� k , - I RESPONW-k-L V- , I I I ,,�\OMAJ , A F is _j -, __* - j___j #--joN 1-1 _RR 1�1 S HAVE SM4 ill" 4% 'TED v ,* m odpols w "I Ci �; li k A REBUILT . 1 vt-;- A * . . tglq I -r- - - - __�,_ m- -_-_--__� �w No 62183 � MI _'Z Expt_�rp_ *rr /Vk , '.�_ / A 4.1t..;') c . '1�1/, A.T SKEE E X P. DATE ___ 9-30-05 REV. REM" OESCRFTM DAlE I Em. alY DA7E I SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT L_ ADD RbCaW OW0. 4;1!11111111�p�w&e F -//.,V * 0, � ),-.$ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL - I - SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, I THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND I I I I I I STANDARDS IN EFFECT. CATCH BASIN NO. 7 SEE SHEET NO. 3 W=14', V=4.5' SCALE: I" = 4' FLOW BENCH MARK: #8-17 CALTRANS I BASIS OF BEARINGS: BRASS CAMP IN CONCRETE S.C.E. - Prepared Under The Supervision Of : THE BASIS OF BEARINGS FOR THIS MAP IS TOWER LEG. 343' N/O HIGHLAND AVE. PREPARED IN THE OFFICE OF THE SOUTH LINE OF THE NORTHEAST 1/4 0.20 Mi. W/O SAN SAVAINE RD. . 2.ii MADOLE AND ASSOCIATES, INC. OF SECTION 26, T. 1 R. 6 W. SAN hill. W AL014G HIGHLAND AVE.. FORM OF THE INLAND EMPIRE BERNARDINO MERIDIAN SHOWN AS SIERRA AVE. N89*37'36"W ON A MAP FILED IN BOOK 88 10601 CHURCH STREET, STE. 107 70 Exp: 9-30- PAGES 36-42, INCLUSIVE, OF SURVEY, ELEVATION: 1428.6090 RECORDS OF SAN BERNADINO COUNTY /Vl �,�"�-- Date :11-7-ol R. C. EA621 T EXP. 9-30-05 UAIVII HA�;I.N 14 U. ;� SEE SHEET NO. 2 W=14', V=7.15' SCALE: 1" = 4' I CONSTRUCTION NOTES. (�) Prepared Under The Supervision Of : I ll'�! � E I -�\NOMAS PREPARED IN THE OFFICE OF 1z, 1�1 AN ) MADOLE AND ASSOCIATES, INC. . @ OF THE INLAND EMPIRE No. 6218 rn W=PER PLAN MODIFIED TO 8' WIDE. 10601 CHURCH STREET, STE. 107 70 Exp: 9-30- CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 /Vl �,�"�-- Date :11-7-ol R. C. EA621 T EXP. 9-30-05 UAIVII HA�;I.N 14 U. ;� SEE SHEET NO. 2 W=14', V=7.15' SCALE: 1" = 4' CITY OF FONTANA, CALIFORNIA PIAM DRAIIIIIN BY. SCALE. SCL TIUCT NO. 161P AS SHOWN DESIGNED BY- DME MCA/S_gL--..---. -----. PMTICO IANE 07/02/01 0 � " I . I I � cw_aQD&-: APPROWIf BY- �11 I DRAIIIIIIING NO.: -1 , � 11 0 1 SCL RA67 - � - , "I . I`-Ae5,'4-y 2956 r CITY ENGINEER R.C.E. 51152 DATE I I CONSTRUCTION NOTES. (�) CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) (D CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 @ CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 W=PER PLAN MODIFIED TO 8' WIDE. 6 @ CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 0 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 (�) ENING CATCH BASIN PER A.P.W.A. STD. PLAN NO. 300-1. SEE SHT. 10 (W=PER PLAN) @ ADJUST MANHOLE OR GATE VALVE BOX TO GRADE PER CITY STD.109&130 @ CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 W = PER PLAN. @ INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN NO. 1016 (SCE #7) @ INSTALL STREET NAME SIGN PER CITY STD.139. @ CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 121 WIDTH PER PLAN. CITY OF FONTANA, CALIFORNIA PIAM DRAIIIIIN BY. SCALE. SCL TIUCT NO. 161P AS SHOWN DESIGNED BY- DME MCA/S_gL--..---. -----. PMTICO IANE 07/02/01 0 � " I . I I � cw_aQD&-: APPROWIf BY- �11 I DRAIIIIIIING NO.: -1 , � 11 0 1 SCL RA67 - � - , "I . I`-Ae5,'4-y 2956 r CITY ENGINEER R.C.E. 51152 DATE I I