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HomeMy WebLinkAbout1529 5464 : i --=42% a Ki C41.9 Z = '� — -N - 1072 — Mo + �r N N a rn N rcr N ti � ti 1070 — '4` ci > z O ' 1 M ~ d � Z 1068 — x'93 PROPOSED TOP OF- A.C . BERM N ° - O m I- N N ti N N ~ 6" PVC SCH. 40 # 4 cn w p r { e r r j r y v r jF a a '1 e i I ' t 1 e F r < e i a PROFILE: 20 +00 21t00 22 t 00 23 t OO 24 +00 2 5•t 00 26-f 00 2 T t 00 HORIZ. 1" = 40' VERT. I'� = 4' Gov 6TH STREET 0 1� IL 1 47' ti°0 CONSTRUCTION NOTES. Oj CURB RETURN DATA I _ �xti +`C' , OI RELOCATE O -- 8926� 25�� = I LL _ P� 2O PROTECT IN PLACE v R 35�o Ir I/ , I , � � SCALE: III= 40' L = 54. 64 ' w sur POLE) I I I ..`�g'�' O3 SAWCUT a REMOVE EXISTING A. C. PVMT. AND C 8) G. ' � � 4 CONSTRUCT ( DI -8) A. C. BERM PER CITY STD. NO. 104. a W a a T = 34.66 I 3 � 6b. m o; a �� O5 CONSTRUCT 0.42 A. C• PAVEMENT OVER 0.50 C.A. B. m J ~ �CW WIREI I I I 'b- n �. aX coo +1 -0w `a' `/ I 4 ! �xf'o1o�� O CONSTRUCT 8. CONNECT 6 PVC BLEEDER PIPE (SCH. 40) M to zw to � w�-?-- � cm g"�a� ON EXISTING 6 PVC BLEE'DE'R PIPE. + �z vii + � H�VH I ' ` I a TS ?p '��� n o wo M D=aw tip✓ p T I �, __ 77 REMOVE EXISTING 6 PVC BLEEDER PIPE. (V co r N 8 N oi- 6 T. f18NAL POLE ;� / 3 t^ 6PVC 450 ELBOW. BLEEDER' gL LI _ ,fig F S a2 F�, G' M — — g•A 2�S. UD 6g6\y �y °g a'�F S �0 L�, .A`C - I9 _ 20 21 _ 2? 23 N 00_• 05'23" W 24 0_) 2'�5 _ — + 27 _ --- _ ) (FROM PM. NO 14647) T- s- ------------- 0 -- �j MILLIKEN N AVENUEco ; M DESCRIPTION OF REVISION DATE CITY \\�L APPROVED WEST R/W 60 InCITY OF RANCHO CUCAMONGA 3 II I VARIE S 38' 13 I o ' 9' TO 13 I (� PLAN B PROFILE VARIES 2' TO 6' MAX. it MILLIKEN AVE. 86 6TH ST. SAW" --, 179% I _ 5' S' S /W CORNER 4 1 6 6 N R=4 APPROVED BY: DATE: 6 1.5' \,--FINISH SURFAC 5 _ _ ;; _ " . CITY ENGINEER RC.E 24953 .; U DESIGN PLAN PREPA60 BY: RECOOMMENDED %TYPICAL MILLIKEN AVE. SECTION '' MVA CITY OF RANCHO CUCAMONGA -ZK �q 10500 CIVIC CENTER DRIVE NTS 4 8 — DRAWN RANCHO CUCAMONGA, CA. 9830 SHEET DETA I L MVA I OF 2 PARKWAY DRAIN CHECKED DRAWING No. ir R.C.E. NO 1529 JLM DATE FILE NO {