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HomeMy WebLinkAbout3347-40� CTO TO ,�Y XACT LOCATION A DEPTH oo o ' I I I I' PRIOR TO CONSTRUCTION. \ o �, // CD TYPICAL ALL UTILITY CROSSINGS. PROPOSED CURB & GUTTER i T �j i `; `�01 _ j R/W M o - - rLO AVENUE I_ CNRN BAS �Y �� SID ALK o� co -- -- -- -- -- -- -- -- ® - - i- - - - - I I - - - - - - - - - N R/W � ® �1 — FURNISH AND INSTALL SIX (6) 1 »1120 HIGH DENSITY POLYETHYLENE (HDPE) COMMUNICATION -- -- -- -- -- -- -- -- -- -- -- -- -- -- �_ • s CONDUITS PER DETAIL OR B SHOWN ON SHEET 5 FURNISH AND INSTALL ONE (1) O _ - - - - - - - - = - - - - - - - - - - - ® 10 GREEN STRANDED IN ALL CONDUITS FOR FUTURE USE. O O - -- - -_.- -- ___-- ___-- - _-- -_ _ N ( ) WITH SPLIT UD. SPLICE VAULT COVER TO BE 2 FURNISH AND INSTALL SPLICE VAULT P48 04 C F) — — , — — — — — — — -r — — — — — INSCRIBED COMMUNICATIONS . SEE SPLICE VAULT DETAIL ON SHEET 6. EXISTING DBL 10 X 8 RCB �\ ���5�a3`ED CU U7fiER Q - qr�—� — _..m _..m — _..� _... _..m _..m — _ _ _ ® — _ � _ _ — _ _ _ — — _ _ — W1E IINSTALL 4" PVC-SCH 40 (GRAY) SLEEVE WITH END CAPS, 30" (MIN.) BELOW FINISH SURFACE. ------ __ -_ _ __ _ _ ___ _ _ _ ____--___-- ----------------------- 3 153 154 155 156 157 co V irn— WW \ - 8" G8» G 20" W J LU♦^ 5" W 12„ W 25" W — — 2 PROPOSED CONDUIT PER TRAFFIC CAUTION: SIGNAL PLANS, CITY DWG. NO. 3342 CONTRACTOR TO VERIFY EXACT LOCATION & DEPTH 0 W 8" G ® Q W 25 W 20' W 12„W �W r r r W W \ \ O I C CD PROPOSED CONTRQLLER PANEL �', (I II TO CO�'STIIU ON. 06 AND SERV. EQUIP. ENCLOSURE I I i II CAL ALL UT C OSSMMS. > oo PER CITY DWG NO 3342 (� I, I I MID I I 2 1 o i � O O I o Ki I o + cv I OLO cn co R/W LO + R/W I + > co ca r- SIDEWALK I , °0 SIDEWAL ��E AVENUEQ ® I - - - - I I ? \ �— SASE O -- -- -- - -- � - . _ - - - _-----------.. - - -_----------_- - _----------- � ----- O _ _ _ + V 1 0 ” PROPOSED CURB & GUTTER 1 EXISTING DBL 10' X 8' RCB —�- �, 1 PROPOSED CURB & GUTTER J . — — _ _ .. _. _ __ . _ _ _ ------------ _- - _ __2 _ � --- - --.- - ---- --- -- - -- --- -- ----- - --- --- ---- --------- --- --- ----- --- ------ ---- --- ----- — — ----- ------ _ ._._. _. _IT_ *mIT---------------- n- _ — — — — — �. — _ — — — — — — _ _ �— Q>, Q O T 1� W T 0 164 165 21 W 166 167 21 W J — iT coW W 21 "S 21"S W in 8"„ z 20” W 24" W 24" W 8 , W 25" WJ .j ♦W^^ 12„ 25" W 25" W ---- ----- W yV, r r r r. — 12'W Un r r r r r r U --co -- -- -- -- -- - -- -- -- __�\ -- -- -- -- -- -- -- -- -- -- -- 0 0 J Q (n TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE /\ ,P.cnPn -r)Pi_t w��Vl. S` 2P. VA 11111111 0 0 CD Ln 00 rn + Co r- r- ASELINENI AVENUE — — min W C4 r- Q Q � SHOULD CONSTRUCTION OF THE REQUIRED 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 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. MI N rnom- fTRACTOR TO VERIFY ,CT LOCATION A DEPTH ?R TO CONSTRUCTION. °ICAL ALL UTILITY CROSSINGS. Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 3-/1. d Aa and J. Allard, A.C.E. 36052 Date (expires 6130/2004) 0 O 60 U1 W W z 03W r W U CO Q These Record Documents have; been prepared based on information provided by others. � The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be ,incorporated herein as a result I'! I_!. 11 MOW HSC SCALE ( IN FEET ) 1 inch = 40 ft. QRpFESS/ON I T , , .� -7� C 2",!'FjA1C T I ,�7� �� Z� DRAWN BY.- No. Y e A SCALE: No. 36052 m AE MO.. TAY AW1"=40' W n7 DESIGNED BY: DATE - 30/200 30 2004 JF IN US ;� MARCH, 2003 C I V l L � CHECKED BY: APP OVED BY DRAWING NO.: 4 TF OF CAS-�DSH 1.3 -off 3347 CITY ENGINEER R.C.E. 51152 6 - - co............ 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VA 11111111 0 0 CD Ln 00 rn + Co r- r- ASELINENI AVENUE — — min W C4 r- Q Q � SHOULD CONSTRUCTION OF THE REQUIRED 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 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. MI N rnom- fTRACTOR TO VERIFY ,CT LOCATION A DEPTH ?R TO CONSTRUCTION. °ICAL ALL UTILITY CROSSINGS. Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 3-/1. d Aa and J. Allard, A.C.E. 36052 Date (expires 6130/2004) 0 O 60 U1 W W z 03W r W U CO Q These Record Documents have; been prepared based on information provided by others. � The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be ,incorporated herein as a result I'! I_!. 11 MOW HSC SCALE ( IN FEET ) 1 inch = 40 ft. QRpFESS/ON I T , , .� -7� C 2",!'FjA1C T I ,�7� �� Z� DRAWN BY.- No. Y e A SCALE: No. 36052 m AE MO.. TAY AW1"=40' W n7 DESIGNED BY: DATE - 30/200 30 2004 JF IN US ;� MARCH, 2003 C I V l L � CHECKED BY: APP OVED BY DRAWING NO.: 4 TF OF CAS-�DSH 1.3 -off 3347 CITY ENGINEER R.C.E. 51152 6 - - co............ IJA nWP\ I AnneA nnro nanreN rn e .