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HomeMy WebLinkAbout1765 S.B.C.1=C.D. S.B.C.FC.D. R/W R/W F 20' J � J I' 58.67 ' 37.33' 1' 1' I' 3 m SUMMIT AVE. N � 16.00' 10.67' 11- 5.33' PANELS 7 - 5.33' PANELS t 3- 5.33 PANELS 2 - 5.33 PANELS 3 ti 00 0.5' "-6.83' Q `y Q o SUMMIT OO ti + + 0.5' 10.67 —1480 3 a I 42.67 1 O 2 5.33 PANELS tai 1 8 - 5.33' PANELS l w a 3 ROUTE 30 FWY to t0 0 Q w SUMMIT AVE. � ~ O ~ � N M d tG 6' I w U 0 OD + t0 M p 0 _ N NI 0 a, 0 qe — ± t z to • I VICINITY MAP Q IIIII 111]1111411111111111111111111111W 21 .67'(- 1 Not to Scale m 0.67' — _ — — z 1.09i —14701470 4O % I I IDENTICAL IL_ HENDEIR DRIVE 6' o. 650010i o 4V CC) 0moo a0 YOUNGS CANYON ROAD a VL CO. VL .67 2' o a o T — 0.67' Y 1460 HOPPE DRIVE J a°� I z PROJECT WALL � 1 w / a- w PROFILE SCALE N HORIZ.: I"= 20' SAN SEVAINE VERT. : I" = 4' RETENTION BASIN PROJECT WALL 0+50 1 +00 1 +50 0+00 0- 50 1+00 CONSTRUCTION NOTES la—Remove interfering portion of existing mow strip. (k)-Remove interfering portion of ex. chain link fence. O V , Garden Wall topped 3 Construct I' X I' Pilaster per Cit of Rancho Cucamonga / PP a-- P Y 9 � Q � I X I Pilaster with Tubular Steel Fencing Building & Safety Division standards. Construct Masonry Garden Wall per City Std. 606. Refer r- 0 to Profile for Wall Height. I" = 2°' ' v� // \`� Chain Link Fence 05 Install 6' tall Tubular Steel Fencing on topof Masonry (( A_- C:) / y' r, Corner/ End Posts Garden Wall. Construct Fence per City Std. 608. 6 Tension Bar Per _ 6" ©--Stucco trail side of Masonry Garden Wall, Color 1 i \ �\ 3 W // / /� City Standard 607. 4�� of Stucco to match that of existingblockwall. / / _ _ _ S.B.C.F.C.D. 7�— Connect existing chain link fence to new pilaster / _ — — `! -- - R/W per Detail A. i� Embed Chain Link Fence Post 3 into Foundation of Pilaster e Existing Chain Link Fence �� �o Anchor Salvaged Fence Post I � v _ I 6.5 , \ _ _ � �d per S.B.C.F.C.D Standards Ex. Blockwall - SSSZS= ZS ==SSS =S2� -- - I .. i - --- --- - �= -- - ------ - - - - - Ex. Blo�ckkwall 5 - -_ - --- -- -- - - - - - - - - - - -- --- -- - - - DETAIL L A c 5 _ — _ - -- - - - - �,J 4 3 4 6 0 3 4 6 3 - --- - - - - - - - - - - - - - - - -J 6 5 I ( No Scale 3 m III 2 - - - - - - - - - - - - � v � -----r---------- 1.33 0 3 1.33 -- - --- 3 \ tai q � ° 1.33' 1 M � I 03m too v 1 M0 0 3 I C " I + 3 m CITY+ CPw DESCRIPTION 0F REVISION DATE + APPROVED 0 •a, 0 � Q _ c 0 . 1 \ I W 0 — - -- . 3 0 CITY OF RANCHO CUCAMONGA m I O + _ I + G 1 L 2 7 7 m ` 3 1 I I � 2 - _ -_ NORTH ETIWANDA. SECURITY WALL San Sevaine Retention Basin 7 -- PLAN AND PROFILE San Sevoine Retention Basin APPROVED BY: DATE: 4-2 -OI Dy CITY ENGINEER R.C.E. N0. 31479 DESIGN PLAN PREPARED BY: RECOMMENDED KF CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE SHEET KF RANCHO CUCAMONGA, CA 91730 1 OF I CHECKED DRAWING NO. R.0 E. NO DATE FILE NO 1765