Loading...
HomeMy WebLinkAbout5696-330' 30' UVIVOIKVUl MU UKIVt At-MUAUH f-tK U11T -)IU. t-LAN NU. IUUZ, 32' 32 iz20 20 t 12 32 32 W=16" UNLESS NOTED OTHERWISE i ON -0 POP 20' 1 20 1 12 8ADJUSTf)l T WA&WC FRAMElo COVER TO GRADE PER CITY 36 STORM DRAIN PER CITY F T 1 STD. PLANZvvv DWG. NO. 5698 9 CONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (41 WATT) 16+08.80 CL INT PENN3YLVANJA AVE= 18+26.01 CL INT PENNSYLVANIA AVE= ro W SEE PART NO. 10205809 PER' CITY STD. 404 119+68.35 CL INT NOTRE' DAME STREET 10+00.00 CL INT EMORY STREET LO 10 CONSTRUCT 8WIDE CROSS GUTTER PER CITY STD. PLAN NO. 403 cr_ 11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003 o 20 00 ,6 IV- 21 + C> �12 T Cn 28 29o76 Oq cl Lj I 00 75 74 73 72 Cl Cq torq: M so ' 12 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 (CASE PER PLAN) CURVE'& LINE TABLE 0 RADIUS DELTA LENGTH TANGENT BEARING LENGTH A 25.00' 90*00'00" 39.27' 25.00 REVISION DESCRIPTION TOLL FREE `0=01w-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BASIS OF BEARINGS. SHO AD CONSTRUCTION OF REQUIRED Prepared For: THE BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF MPROVEMEKS NOT C0NMENCE WITHIN CITRUS AVENUE AS SHOWN ON TRACT 16540, M.B. 299113-15. BEING: N00*16'44"W TWO YM OF"THE DATE OF APPROVAL GRAND PACIFIC COMMUNITIES, CORP BENCHMARK SHOWN HEREON AND CARRID FORTH IN A 100 N. BARRANCA AVE., SUITE 950 LWGW M"ER, THEaTY ENaNffk MAY WEST COVINA, CA 91791 CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' NIO REQUIRE REMONS TO THE PLANS TO (626) 858-8666 HIGHLAND AVENUE, 02 MI W10 SAN SEVAINE ROAD, IN SOUTH BRING THOW INTO CONFOR"CE VATH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 Mi. WEST CONDITIONS AND STANDARDS IN ffffCT ALONG HIGHLAND AVENUE FROM SIERRA AVENUE EL= 1428.609 6bT SEE SHEET 6 EMORY STDEET 11% 40 CUPHIC SCAL� 40 A (IN FET) I INal z 40 FT. 11 +46.74 PENNSYLVANIA AVE CL CATCH BASIN CP2 C P_> F2 �21 C2 � [Li 0') 04 le r-, `O_ U. U5 Lolvi %_ %_ v_lT_ 9LO %-IV- v_lv_ 01 CV P CATCH BASIN #5 DETAIL If; 160� 1 r CASPOW W=7 V=6.50 H=t 2 W� L CV A NOT TO SCALE 11+14.25 PENNSYLVANIA AVE ICL CATCH BASIN LP 0\ [[721 P . aLP c,- Lo qd. -A � 04 LO NU-) CATCH BASIN #6 DETAIL CASE % W=7 V =72 H=2* .j NOT TO SCALE TY•• F NTANA CALIFORNIA IDRAWN BY. TRACT NO. 1898■ HMG • 1. • DESIGNED BY: PENNSYLVANIA AVEMUE DBW Z� RJA Filename: k\Grand Pacific Communities 339\Trl8981 Citrus and Curtis\DWG'S\FINAL DESIGN\STREETS\STREET PLAN TR 18981 SHT 3.dwg SCALE.- I AS NOTED DATE: August, 2018 DRAWING NO.: 5696 118