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S-61-14.1-10.9i - �'­ . I .� , I '. I % I I ; I ' , , I !1 m 1 � t .' , I � 1 : , -1' . r � , I � I ' .I . 1 I _ , I . , , � �, � . ." . ' � , , � , , I I m ­, �1 I I . , � ; � , . I I , .. . � . " , I � I . , I , , . , 1 r .­� 1 Lr , � � I ­ , . .I I I I . � 1 � , 1, 1,I I . ,­i � . . . , , , I � . , 1 - . I ­ : : ,_. . , I , I i , . , , � � i, , � . "1t " '� I , . , � : � L � . , l, I � , 1i, , . , 11 : : ' . l - . h I . I , I - . , I � : , . , I , � "1, 1 , . I ' . . . . _1 , , 'I , , ­ , I i I � . L , , I 1 ,I � . , I I , ' I, , , r , I � .. 4 _ ' I, . ;I , , � '" . . . I 4 i , � , � "�, I 1 l , I I l. l l, .� . ­ I ' �, , 1 - I i t ­1 . , - . I I 1 � . �. ' . � � . 'Q . � 1 , '- , 1 ; CONSTRUCTION NOT ES ORANGE COUNTY, __CALIFORNIA �S�IMAItU C>1UAN���ItJ r STREETS J CONSTRUCT 2" PLt9NT MIX SURFACING WITH SEAL COAT OVER PRIME COAT ANU 4" UNTREATED ROCK BASE. (SEE 1. ROADWAY EXCAMATION 16,i47 C.T. STANDARD PLAN NO. 1). ` 2. 2" PLANT MIXED SURFACING 144,215 S.F. . O2 CONSTRUCT 3" PLANT MIX SURFACING WITH SEAL COAT OYER PRIME COAT AND 6" UNTREATED ROCK BASE. (SB€ " STANDARD PLAN N0. I). 3. 3 PLANT MIXED SURFACING 44,000 ,S.F. SCALE: AS SHOWN DATE: JUNE, . 1961 +t. s" CURB AND GUTTER (TYPE ^D ") , 2 *066 L.F, 3 CONSTRUCT STANDARD 6" CONCRETE CURB'ANO GUTTER TYPE "O ". (SEE STANDARD 1`1.4 NO. 6). . . Be STANDARD CURB TYPE "A" RETURNS A7 "X" GUTTERS F .b L.f. O ( ) O4 C09STRU T STANDARD 8" CONCRETE CURB AND GUTTER TYPE "C ". SEE MNUARD PLAN NO. 7 . 6. 8' CURB AND GUTTER (TYPE "C ") :, 6,141 L.F C ( ) PREPARED !N THE OFF /CE • 7. 41 X 4" CONCRETE SIDEWALK (INCLUDING RETURNS) ,- 36 053 S.f• O CONSTRUCT STANDARD CONCRETE SIDEWALK 4" THICK X 4' O" WIDE. OF 1 8. CONCRETE CROSS GUTTER AND APRONS (70 CURB FACE). .. 4,763 S.F. - 6 CONSTRUCT STANDARD CONCRETE CROSS GUTTER AND APRONS, 8" THICK. (SEE DETAIL SHEET N0. 8). 9. GUARD PANEL I I O 88 L.F. , �, I . ii 7 CONSTRUCT STANDARD fi" CURB ONLY TYPE A) CURB RETURNS. {0. 8 "•TO fi" CUR$ AND GUTTER' CURB `RETURN 2Il2 I•. Fr -+? Q ( ( ) 11. SEAL COAT - ` 2,031 Gal.' , 8 CONSTRUCT STANDARD 8 CURB ONLY (TYPE & CURB RETURNS. � I` 0 , - 12.- SC -PRIME COAT (e .*'GAL. P.S.Y.) '5,227 Col. . :I TAN AR '8" TO 6" URB FACE CURB RETURN ENGINEERING 9 CONSTRUCTS 0 D C S. ,' z ,. O I 13. - UNTREATED ROCK BASE 50215.`Tone , ` {� O 8 V P SEWER MAIN TANDARD MANHOLES DROP MANHOLES CLEANOUTS AND 6 HOUSE CONNECTION 14. CONCKTE AILLEYaNTERBECTlON CONSTRUCT .C. , S , . . S. CONSULTING ENGINEERS • :- ,` 4ittR . 15. REDWOOD +HEADER , , ` t.fl si }i CONSTRUCT TIMBER GUARD RA }L PER STANDARD PLAN N0. 14. 331 SPURGEON PUiLD{NG oRNIA 16. 8" to 6" TRANSITION CURE � GUTTER IO l.F. - " : SANTA ANA CALF - w R r 7 -aa7t - :17. 8" ao 6" CURB ONLY RETURN , ; ,, ,, :' '.'(. s .., s • 12 PLACE 2 X 6 REDWOOD HEADS PHONE. KIMBERL f 18. SfiFlEET LIGHTS t,; , 30 EA. , ; ;mot, . ✓ ,' , •: ," : , 13 ONSTRUCT T H BASIN AND CURB INLET. SEE ORANGE COUNTY STANDARD PLAN N0. 520 AND DATA ON SHEET N0. 8 . .•.. a , 7.. Q C CAC ( ) - 19. STREET SIGNS ,, > ;' oy "" 5 EJ0. 'v M : o. C jV�,•' Q l -,' N0. 14 2 HAIN LIMK FENCE :. 14 CONSTRUCT STANDARD GUARD PANEL (SEE STANDARD PLAN ) 11• j. p O - _ - ' - . ,; t .➢, l.> fkr� �.. .1,0 4 T N.y y,.! W .," O L STANDARD PLAN N0. 10 . , : +o r 15 CONSTRUCT S TANDARD CONCRETE ALLEY INTERSECTION (SEE ) O - - V f 42 " A "i 16 CONSTRUCT TEMPORARY 2 PMS APRON O ,> ., a ay, 5fy ,.y ,.,, .a+ ,: M PPU TENANCES SIZE AS •INDICATED: . 17 CONSTRUCT A.C, WATER MAIN,AND A R , . - „ ,n �.y a "� t. SEWERS r r L I { d t. - 8" f.C.t. SEWER,, , . p ) t ,5 :l- -I CONSTRUCT 5 CHAiNL{NKFENCE - /!SO tN.FT. , -., .,..,., -1.,:. .... , v ,$a f•r • 1 - ` TYPE = 0.0. F. G. D. STANDARDS . .. . L STANDARD MANHOLES ..•_ . r 17 ,', each t :..., , y . I y • ° 'Si P � tier H' Y). c4 � '." I .} � , ' "", . .. __� S. DROP MANHOLE NOT STANDARD - ,< r r..: y. ,. - �. ", - +i. CLEANOU7 GRAN E COUNTY FLOOD CONTiPOL D /ST !GT P ULARINO, CHANNrIS ' t' ,. r ' ' "'* ` °•' .` ai a.:. {� Is. Y.C.B. HOUSE CONNECTIONS f�C in c.N 26 27 9 35 36 3 3 3 QJ 4 5 4 48 k " .; tsE•�5. 2 i k,., ) " N ZB Z 30 3/ 32 33 34 7 B 9 40 42 43 4 4 46 7 6• : 18 Y.C•P• - .....,..- .. S" '. q "E ," _fGv 1••. : "si F 8 M.,'; T,.;, , „ *4r? . °' M /SS /ON DR /VE 7. 24 Y.C.P. _ ,';z ,'> ? a� L' .i1,.: ,r 23 -- ; . . . � I o4 6 V s 6 w DRA INAGE a ',•, .: , : , _ i .. .:. b MN GV MNN G MN /3 GY MN/ GV MN/ :_. .. : ,.. ,,.. . ti 7 /2 t 2 - --'- ? / T 1 t .. ;,.: s c „y .. I �,. y: Q .. : f T I o p e d a ski °t 1. CATCH BASIN `4. , : + 1 . .. ro s ? .* r., ' ¢ ", ,r , t r .'; 2 0 9/ 7 - 5 74 7 .67 66 B 6 �.. ,4 ,!"'✓., , .,� ;. ,., 90 e 3 82 7 7 . S9 56 : 2 .. �I 4 Q h J 1 1 ! I + 1 6 O ,: 41 /3 +� Z i5 3 IV 3 : ? J .{ y �. V w 92 e9 4. .. 3. It3 e R. Q 76 z 6t] •. ! roo - .' 23 B/ 4i N 3 68 37 ,,. D � '.�,:. -.. _.: ��... ,.,• ',,...,:' � �'�> '4.Tw..?""I i Q 7 7 i5� ., 1. GENERAL ` NOTES _ S� F ,4 �_ � � Q = , � b,� : " . O >e E: J : 1 . 4. , .18" X29 "' C.M.P.Ar 15$'. y , *f� o. i V 22 93 D - ET TATICNiNG REFERS TO UNLLS,t OTHERWIpE NO ED. a ee Q /_ O 8 • I. STRE 5 /5 110 77 72 s9 s4 c 5/ 3 5. 27 R.C.P. 11500 D I!h" 1.1F. , ;. a i �- . ;'„ y .' =w;;. _,;.� -'.. �,. ;.,�. L `:.. } �. ;` `,`' ,.. _.. ,., . - _ � _ GI- ��. ,'. Y. t� !. �� :,, `; 1. 1 '�� {�.., �'t' M �{ s:. _. _. _ _ _ .. ::�. t -. :, _ - ,. -. , - < � b�i�� .. 1 �:+ TqM lopy oppw. "Mwim C; . ^m k !. a. :b A �;. A' jjy���� A f, ', _ S_ f E: �. �.l :r' . :. � :.- +' -� ..,. A. >^'�,. � -. .....,.tti... �, '.r .. a, r k': ', - // / �, l7 > _ e } CHANNEL INLET O /MENSIONS CB# D W H L / /g " 3' , INLET TYPE E O /AN. WIDTH 2 36" 5' 4'7" 6'9' 4 30" 4'3" 4'3 ":m 3' O" a Ma � Grad � n/ �o CATCH BASIN DATA C. A. Na LfNGTN VERT. WALL TN /Glf NESS 7 C. ELEV. OUTLET F. L. INLET P. L. OUTLET TYPE $ D/AM. INLET TYPE E O /AN. WIDTH / 4,0" 5,0" B" 43.90 3E 90 /5 "Acp 3' O" 2 /6'0" 6' O" 8" 42.46 36.46 36.90 36'RCP z7 "RCP 3'0" 3 /3'O" 51/00 S" 42.46 3730 27"RCP 3'0" 4 6' O" 6,0" 8" 4/. 70 36.70 38.00 30"MCP P&;FCP 3'0" 5 14'0" 3"G" 6" 41.70 3 &13 27 "RCP 3'0" 6 //' O" 31 G V 8" 41. 74 38.18 27'RCP 3' O" 7 1 20'0' 5' O' 8' 45.70 4070 JeA P 3' O"