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HomeMy WebLinkAbout2959-2i!!!!!!!!!! wi i!!!!!!!!!!!!! !!!!_—•��!!_ws�—a����� ---- r.�r� ��_� � 3=wii�— — �r�w .1�� i:ir—n:tari�i: i i w � w �� �T—�_�_i!w!_!_ �_�_ !_!_!_wwlw!_w_w_w_!_!_!_!_w!!_! iwlwiwl� ��!!!!!!�!l��7l� i!!!w!!!!!!!!!�_-�1•��A����`Jr/'�����-.,[r• C•t>•�����l�i'�����������������i������I�e���e��'��r�:����!!l���li �!!�l!lTa����i�a��s�>���>=��i=s=ss=i=�i� SCALE 40 0 20 40 80 (IN FEET) 1 inch = 40 ft. CONSTRUCT DRIVE APPROACH (W=AS SHOWN) PER CITY OF FONTANA STD. No. 102B 5 CONSTRUCT DRIVE APPROACH (W=AS SHOWN) PER CITY OF FONTANA STD. No. 102C 60-- SAWCUT EXISTING AC PAVEMENT AS NECESSARY TO ENSURE A CLEAN BONDING EDGE. 7 GRIND 0.10' DEEP INTO EXISTING AC PVMT 2' FROM SAWCUT AND OVERLAY WITH AC Q-- REMOVE EXISTING AC & DISPOSE OF PROPERLY, 9 PROTECT EXISTING POWER POLE IN PLACE. 10 PROTECT EXISTING GAS VALVE IN PLACE. 11 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STD. No. 124 12 INSTALL STREET LIGHTS PER CITY OF FONTANA STD. No. 1016 (22000 LUMEN HPSV) 13 FIRE HYDRANTS INSTALLED BY SAN GABRIEL VALLEY WATER DISTRICT. NOTE: PROPOSED WATER IMPROVEMENTS SHALL NOT BE CONSTRUCTED FROM THIS PLAN AND THEIR LOCATION SHOWN IS FOR INFORMATIONAL PURPOSES ONLY. WATER LINE CONSTRUCTION WILL BE PER SAN GABRIEL VALLEY WATER COMPANY. (818) 448-6183 oFESS,iz �,, L In cl w , No. C45935 - ;u Exp. 12/31/02 _ 29+oo _ 3otbq— 1 f i r BASIS OF BEARING: THE CENTERLINE OF ETIWANDA AVENUE BEING S00'13'24"E PER PARCEL MAP No. 11668, P.M.B. 147/65-68. BENCHMARK: SAN BERNARDINO COUNTY BENCH MARK SPSN-00774 DESIGNATION 1-18 ELEVATION=969.8480 DESCRIPTION: AT ETIWANDA AND SLOVER AYES., 100 FT. WEST OF ETIWANDA, 300 FT, SOUTH OF SLOVER, SEC. 29, TIS, R611, IN N/E CORNER OF CONC. TOMER BASE No. 2 S.C.E. No. 2 VISTA ETIVANDA, "T.B.M.15" ON CONC. TOWER BASE, S/1 CORNER AIRPORT DR. & ETI11fANDA AVE. LOCKWOOD ENGINEERING CO. 380 W. FOOTHILL BOULEVARD STE. F RIALTO, CALIFORNIA 92376 (909) 875-5015 FAX (909) 875-4567 MARK I DESCRIPTION REVISIONS CL INTERSECTION UNDERGROUND SERVICE ALERT CALL:TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG "CAUTION": REMEMBER THAT THE USA CENTER NOTIFIES ONLY THOSE UTILITIES BELONGING TO THE CENTER. THERE COULD BE OTHER UTILITIES PRESENT AT THE WORK SITE. THE CENTER WILL INFORM YOU OF WHOM THEY WILL NOTIFY. 120' a 77 60' z N `` `` 47' Q +� = o C4 _fig g5g}- EXISTING CURB & GUTT RIGHT OF WAY LL- 6��� grog} z 18"1 a ul VARIES 2.82%-4.13% z W i T 24+ao 25+00 26+00, 27+00 SOO'13'24"E 28+00 N. _ _ !(ARIES 2. 0p � to XISTING AC D a.N 3.13% � 3 CENTERLINE `. u� RIGH — ,- -- T OF V 4m � �oe � IQ - T12693 _ vi Q Cl 9 co CONSTRUCT DRIVE APPROACH (W=AS SHOWN) PER CITY OF FONTANA STD. No. 102B 5 CONSTRUCT DRIVE APPROACH (W=AS SHOWN) PER CITY OF FONTANA STD. No. 102C 60-- SAWCUT EXISTING AC PAVEMENT AS NECESSARY TO ENSURE A CLEAN BONDING EDGE. 7 GRIND 0.10' DEEP INTO EXISTING AC PVMT 2' FROM SAWCUT AND OVERLAY WITH AC Q-- REMOVE EXISTING AC & DISPOSE OF PROPERLY, 9 PROTECT EXISTING POWER POLE IN PLACE. 10 PROTECT EXISTING GAS VALVE IN PLACE. 11 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STD. No. 124 12 INSTALL STREET LIGHTS PER CITY OF FONTANA STD. No. 1016 (22000 LUMEN HPSV) 13 FIRE HYDRANTS INSTALLED BY SAN GABRIEL VALLEY WATER DISTRICT. NOTE: PROPOSED WATER IMPROVEMENTS SHALL NOT BE CONSTRUCTED FROM THIS PLAN AND THEIR LOCATION SHOWN IS FOR INFORMATIONAL PURPOSES ONLY. WATER LINE CONSTRUCTION WILL BE PER SAN GABRIEL VALLEY WATER COMPANY. (818) 448-6183 oFESS,iz �,, L In cl w , No. C45935 - ;u Exp. 12/31/02 _ 29+oo _ 3otbq— 1 f i r BASIS OF BEARING: THE CENTERLINE OF ETIWANDA AVENUE BEING S00'13'24"E PER PARCEL MAP No. 11668, P.M.B. 147/65-68. BENCHMARK: SAN BERNARDINO COUNTY BENCH MARK SPSN-00774 DESIGNATION 1-18 ELEVATION=969.8480 DESCRIPTION: AT ETIWANDA AND SLOVER AYES., 100 FT. WEST OF ETIWANDA, 300 FT, SOUTH OF SLOVER, SEC. 29, TIS, R611, IN N/E CORNER OF CONC. TOMER BASE No. 2 S.C.E. No. 2 VISTA ETIVANDA, "T.B.M.15" ON CONC. TOWER BASE, S/1 CORNER AIRPORT DR. & ETI11fANDA AVE. LOCKWOOD ENGINEERING CO. 380 W. FOOTHILL BOULEVARD STE. F RIALTO, CALIFORNIA 92376 (909) 875-5015 FAX (909) 875-4567 MARK I DESCRIPTION REVISIONS CL INTERSECTION UNDERGROUND SERVICE ALERT CALL:TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG "CAUTION": REMEMBER THAT THE USA CENTER NOTIFIES ONLY THOSE UTILITIES BELONGING TO THE CENTER. THERE COULD BE OTHER UTILITIES PRESENT AT THE WORK SITE. THE CENTER WILL INFORM YOU OF WHOM THEY WILL NOTIFY. 120' a 60' 60' z N `` `` 47' Q +� = o C4 VARIES RIGHT OF WAY LL- LA- C -D EXISTING CROSS SLOPE z 18"1 VARIES 2.82%-4.13% z W i +�" "q*M LA- L.L.B !(ARIES 2. 0p to W O Wcn a.N 3.13% � 3 CENTERLINE W u� 4m � �oe � IQ - 13 vi Q Cl c co to co c, N p LO • Z �-La — �M 0? c4 4m Q0 to 4 Ia :iii a rn- 0) + LO' CD Z ° CONSTRUCTION NOTES & QUANTITIES N zw to z N W Cm N W 1 CONSTRUCTC!`WAG OVER AS DIRECTED BY SOILS ENGINEER. S'LY DWY RETURN DATA 5 C' N'LY DWY RETURN DATA —"AB A=8901 ©-90'48'06" �— CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. No. 101 R=25.00' R=25.00' L=38.92 L=39.62 T=24.65 3 CONSTRUCT 6' SIDEWALK PER CITY OF FONTANA STD. No. 1015. T=25.35 CONSTRUCT DRIVE APPROACH (W=AS SHOWN) PER CITY OF FONTANA STD. No. 102B 5 CONSTRUCT DRIVE APPROACH (W=AS SHOWN) PER CITY OF FONTANA STD. No. 102C 60-- SAWCUT EXISTING AC PAVEMENT AS NECESSARY TO ENSURE A CLEAN BONDING EDGE. 7 GRIND 0.10' DEEP INTO EXISTING AC PVMT 2' FROM SAWCUT AND OVERLAY WITH AC Q-- REMOVE EXISTING AC & DISPOSE OF PROPERLY, 9 PROTECT EXISTING POWER POLE IN PLACE. 10 PROTECT EXISTING GAS VALVE IN PLACE. 11 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STD. No. 124 12 INSTALL STREET LIGHTS PER CITY OF FONTANA STD. No. 1016 (22000 LUMEN HPSV) 13 FIRE HYDRANTS INSTALLED BY SAN GABRIEL VALLEY WATER DISTRICT. NOTE: PROPOSED WATER IMPROVEMENTS SHALL NOT BE CONSTRUCTED FROM THIS PLAN AND THEIR LOCATION SHOWN IS FOR INFORMATIONAL PURPOSES ONLY. WATER LINE CONSTRUCTION WILL BE PER SAN GABRIEL VALLEY WATER COMPANY. (818) 448-6183 oFESS,iz �,, L In cl w , No. C45935 - ;u Exp. 12/31/02 _ 29+oo _ 3otbq— 1 f i r BASIS OF BEARING: THE CENTERLINE OF ETIWANDA AVENUE BEING S00'13'24"E PER PARCEL MAP No. 11668, P.M.B. 147/65-68. BENCHMARK: SAN BERNARDINO COUNTY BENCH MARK SPSN-00774 DESIGNATION 1-18 ELEVATION=969.8480 DESCRIPTION: AT ETIWANDA AND SLOVER AYES., 100 FT. WEST OF ETIWANDA, 300 FT, SOUTH OF SLOVER, SEC. 29, TIS, R611, IN N/E CORNER OF CONC. TOMER BASE No. 2 S.C.E. No. 2 VISTA ETIVANDA, "T.B.M.15" ON CONC. TOWER BASE, S/1 CORNER AIRPORT DR. & ETI11fANDA AVE. LOCKWOOD ENGINEERING CO. 380 W. FOOTHILL BOULEVARD STE. F RIALTO, CALIFORNIA 92376 (909) 875-5015 FAX (909) 875-4567 MARK I DESCRIPTION REVISIONS CL INTERSECTION UNDERGROUND SERVICE ALERT CALL:TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG "CAUTION": REMEMBER THAT THE USA CENTER NOTIFIES ONLY THOSE UTILITIES BELONGING TO THE CENTER. THERE COULD BE OTHER UTILITIES PRESENT AT THE WORK SITE. THE CENTER WILL INFORM YOU OF WHOM THEY WILL NOTIFY. 120' a 60' 60' z 47' Q i VARIES IA- C -D EXISTING CROSS SLOPE z 18"1 VARIES 2.82%-4.13% 7 6 i !(ARIES 2. 0p GRIND 1" AC FOR 3.13% SMOOTH JOIN AT 3 CENTERLINE 1 7 TYPICAL SECTION NO scnLc ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS DRAWN BY: NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF DWH APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE DESIGNED BY: REVISIONS TO THE PLANS TO BRING THEM INTO DWH CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT CHECKED BY: APPR. DATE CITY APPR. DATE CWL CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT STREET IMPROVEMENT PLAN SCALE: HORIZ.N1"=40' USF BESTWAY, INC. VERT. -l"=4' ETIWA A AVENUE DATED: BE EEN LOV SANTA ANA AVE 07%23/01 APPR DR. No. SET a r � 9�9 OF 2