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Home My WebLink About3690-2�� i�� • �:ii'` iiitiiii iii'�.iiiiiiiiiiiiiiiiiiiiiiiiiiii ii�iii�_��'�"i!•_ '�� ®®� �� SHT. 3 OF 6 SCALE IN FEET PER DWG. NO. 3668 0 40 80 120 160 L YTLE CREEK ROAD 41 �11 ( 593.64 TC (1592.97 FL) I I M I EX EF 1+00 \(p LLj N 89'59'1 E gtii CROWN4 jL FLEX. SLEEV%rlG _ 8 Qj - - OF SIGHT L=500' A N 3 „.I c I Z III 44' 64' I L YTAIE CREEKSIPO�I D ER DWG. NO., 339'9 SH T. 5 OF 9 IMPROVEMENT PLAN REFERENCES EXISTING STREET IMPROVEMENT PLANS PER DWG. NO. 3389, 3349 AND 3507 EXISTING SEWER IMPROVEMENT PLANS PER DWG. NO. 3390 PROPOSED SEWER IMPROVEMENT PLANS PER DWG. NO. XXXX EXISTING STORM DRAIN IMPROVEMENT PLANS PER DWG. NO. 3213 PROPOSED STORM DRAIN IMPROVEMENT PLANS PER DWG. NO. 3213 ( DELTA 1) PROPOSED TRAFFIC SIGNAL AND INTERCONNECT IMPROVEMENT PLANS PER DWG, NO. 3394 APN 226-092-60 FONTANA UNIFIED SCHOOL DISTRICT TOLL FREE -qmmmw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPT70N ^/AISTA►C.L �Tt.�F $�k5l�U�ADD RE NJO r= SSID�WA-' jk r7M ..sem Y-AJO>C AV& •� 1C6MOVLc SA*"IClY ADDED R/GH7- TURAI L A AVE U FUTURE PARK APN 226-092-60 z I I EXIST. PL APN 226-092-5,4&J THF FNnFRS FAMII Y TRUST CORD DRAWING i THESE RECORD DRAWPW HAVE BEEN PREPARED, IN PART, ON THE BASIS OR INFORMATION COMPILED AND FURNISHED BY OTHERS, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHR)H HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. 4-�:z DATE ENGR. Cl TY DA 7E SHOULD CONSTRUCTION OF THE REOU/RED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO 4-4940ONFORMANCE 141 TH CONDITIONS AND S TANDA RDS IN EFFECT. I No. 36637 x tw &01 Ar CONSTRUCTION NOTES O CONSTRUCT 6.5" AC ON 72" OF 95q COMPACTED NATIVE SOIL PER SOILS REPORT RECOMMENDATION. O CONSTRUCT 8" CURB & GUTTER PER CITY STD. DETAIL 1003. -C8�4"-ThWK-REC WIDTL QE4 4:4N) 5O SAWCUT AND REMOVE EXISTING AC PAVEMENT 6O INSTALL STREET LIGHT 22,000 LUMEN. O7 ADJUST MANHOLE TO FINAL GRADE PER CITY STD. NO. 109 SO CONSTRUCT 8" CURB ONI Y PER CITY STD. NO. 1003 12 INSTALL SLEEVING, 7-6" & 2-4'; PER CITY STD. NO. 578 (CHISEL "l" ON ALL CURBS) 13 COLD PLANE EXISTING A.C. PAVEMENT & 7 1/2" MIN AC OVERLAY. PER DETAIL SHEET 7 15 CONSTRUCT MEDIAN TAPER PER APWA STD. PLAN 140-2; L = 720', W = 12' PER DETAIL SHT 6 ® CONSTRUCT ACCESS RAMP PER CITY STD DETAIL /00(. CONSTRUCT MODIFIED IOW/DE CROSS GUTTER PSR C/TY STD. NO. /04. MENEENNE - LINE BEARING LENGTH Ll S87'35'20"E 40.44 L2 S80'3824 "Vy 40.54 L � N7�T°37'25"W' /2.00' v 100101010110010110011110010101 IME MMMMMMMMMMMMMMMMMMMMMMMMMMMMM j Q STREET IMPROVEMENT PLANS DRAWN BY. �,�� /"'i, IME I EVEN ONO MMMMMMMMIN DESIGNED BY- DA TE - JULY 2004 CHECKED BY.• C �� APF7 D BY --k V DRAWING NO. 3690 2 6 TY ENGINEER R. .E. 51152 DATE CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C 1 8'22'09" 275.54 40.25 20.16 mqmwmNEW MmMMMMMMMMME C2 8'0550" 28405 40 14 2010 '' •. .•MOM��INME moms ME��■��MINE �SEE MMMMM .•, „`.` PROFILE •, SEE OR4•M l11111 S EM ME . M� ■ • wymml,EN I I I I -Nm . .• I I f I• I I SHT. 3 OF 6 SCALE IN FEET PER DWG. NO. 3668 0 40 80 120 160 L YTLE CREEK ROAD 41 �11 ( 593.64 TC (1592.97 FL) I I M I EX EF 1+00 \(p LLj N 89'59'1 E gtii CROWN4 jL FLEX. SLEEV%rlG _ 8 Qj - - OF SIGHT L=500' A N 3 „.I c I Z III 44' 64' I L YTAIE CREEKSIPO�I D ER DWG. NO., 339'9 SH T. 5 OF 9 IMPROVEMENT PLAN REFERENCES EXISTING STREET IMPROVEMENT PLANS PER DWG. NO. 3389, 3349 AND 3507 EXISTING SEWER IMPROVEMENT PLANS PER DWG. NO. 3390 PROPOSED SEWER IMPROVEMENT PLANS PER DWG. NO. XXXX EXISTING STORM DRAIN IMPROVEMENT PLANS PER DWG. NO. 3213 PROPOSED STORM DRAIN IMPROVEMENT PLANS PER DWG. NO. 3213 ( DELTA 1) PROPOSED TRAFFIC SIGNAL AND INTERCONNECT IMPROVEMENT PLANS PER DWG, NO. 3394 APN 226-092-60 FONTANA UNIFIED SCHOOL DISTRICT TOLL FREE -qmmmw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPT70N ^/AISTA►C.L �Tt.�F $�k5l�U�ADD RE NJO r= SSID�WA-' jk r7M ..sem Y-AJO>C AV& •� 1C6MOVLc SA*"IClY ADDED R/GH7- TURAI L A AVE U FUTURE PARK APN 226-092-60 z I I EXIST. PL APN 226-092-5,4&J THF FNnFRS FAMII Y TRUST CORD DRAWING i THESE RECORD DRAWPW HAVE BEEN PREPARED, IN PART, ON THE BASIS OR INFORMATION COMPILED AND FURNISHED BY OTHERS, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHR)H HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. 4-�:z DATE ENGR. Cl TY DA 7E SHOULD CONSTRUCTION OF THE REOU/RED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO 4-4940ONFORMANCE 141 TH CONDITIONS AND S TANDA RDS IN EFFECT. I No. 36637 x tw &01 Ar CONSTRUCTION NOTES O CONSTRUCT 6.5" AC ON 72" OF 95q COMPACTED NATIVE SOIL PER SOILS REPORT RECOMMENDATION. O CONSTRUCT 8" CURB & GUTTER PER CITY STD. DETAIL 1003. -C8�4"-ThWK-REC WIDTL QE4 4:4N) 5O SAWCUT AND REMOVE EXISTING AC PAVEMENT 6O INSTALL STREET LIGHT 22,000 LUMEN. O7 ADJUST MANHOLE TO FINAL GRADE PER CITY STD. NO. 109 SO CONSTRUCT 8" CURB ONI Y PER CITY STD. NO. 1003 12 INSTALL SLEEVING, 7-6" & 2-4'; PER CITY STD. NO. 578 (CHISEL "l" ON ALL CURBS) 13 COLD PLANE EXISTING A.C. PAVEMENT & 7 1/2" MIN AC OVERLAY. PER DETAIL SHEET 7 15 CONSTRUCT MEDIAN TAPER PER APWA STD. PLAN 140-2; L = 720', W = 12' PER DETAIL SHT 6 ® CONSTRUCT ACCESS RAMP PER CITY STD DETAIL /00(. CONSTRUCT MODIFIED IOW/DE CROSS GUTTER PSR C/TY STD. NO. /04. 71;�� LINE TABLE - LINE BEARING LENGTH Ll S87'35'20"E 40.44 L2 S80'3824 "Vy 40.54 L � N7�T°37'25"W' /2.00' 71;�� - C3 9'2429" 244.70 40.18 20.14 � ckz ` L— BENCH MARK: / 8-17 CAL TRANS BENCHMARK �-17. A BRASS CAP /N THE CO/JCRE7F BASE OF THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 M/ WEST OF SAN SEVAINE RD., 2.65 M/ WEST OF SIERRA AVE. BASIS OF BEARINGS . THE BRG. N0895931 E ALONG THE CL SUMMIT AVE AS SHOWN ON TR. NO. 16427-1, M.B. 296/7-11. C4 9.2429 " 244.70 40. 18 20.14 C5 180'00'00" 2.00 6.28 INFINITE C6 9/°08'47" 3$.00 55.66' 35.7,E v 54.98' 35.00 j Q STREET IMPROVEMENT PLANS DRAWN BY. �,�� /"'i, 1 SUMMIT A VENUE FROM 67.00 f E. OF L YTLE CREEK RD. , TO TO 8,38.00 f N OF YTLE CREEK RD. SCALE. SHOWN DESIGNED BY- DA TE - JULY 2004 CHECKED BY.• C �� APF7 D BY --k V DRAWING NO. 3690 2 6 TY ENGINEER R. .E. 51152 DATE CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C 1 8'22'09" 275.54 40.25 20.16 W C2 8'0550" 28405 40 14 2010 71;�� - C3 9'2429" 244.70 40.18 20.14 � ckz ` L— BENCH MARK: / 8-17 CAL TRANS BENCHMARK �-17. A BRASS CAP /N THE CO/JCRE7F BASE OF THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 M/ WEST OF SAN SEVAINE RD., 2.65 M/ WEST OF SIERRA AVE. BASIS OF BEARINGS . THE BRG. N0895931 E ALONG THE CL SUMMIT AVE AS SHOWN ON TR. NO. 16427-1, M.B. 296/7-11. C4 9.2429 " 244.70 40. 18 20.14 C5 180'00'00" 2.00 6.28 INFINITE C6 9/°08'47" 3$.00 55.66' 35.7,E C7 %O°00'00' 35,00 54.98' 35.00 )N: 1428.609 - C8 /0023'20" 300,00 54.40' 27.27 W Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA OFESS� R L Iw �F,Lc m No. 36637 c X Exp: 06 -3o -os � 1TF F'CAL EO�� PREPARED IN THE OFF/CE OF MADOLE AND ASSOCIATES, INC. 760-A SOUTH ROCHESTER AVENUE ONTARIO, CA 91761 PHONE (9091 937-9151 ate K RCE-J WENDE 637 EXP. L. IWATSURU 6-0-06 j Q STREET IMPROVEMENT PLANS DRAWN BY. �,�� /"'i, 1 SUMMIT A VENUE FROM 67.00 f E. OF L YTLE CREEK RD. , TO TO 8,38.00 f N OF YTLE CREEK RD. SCALE. SHOWN DESIGNED BY- DA TE - JULY 2004 CHECKED BY.• C �� APF7 D BY --k V DRAWING NO. 3690 2 6 TY ENGINEER R. .E. 51152 DATE