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HomeMy WebLinkAbout1838-D " DLM" 8+85. 347 = 3. 658 LT " LMW" 6+62. 894 NOTES= END PIP , I . EXISTING UTILITIES TO BE PROTECTED -. _ - _. _ - IN PLACE UNLESSOTHERWISE SHOWN, �SS ' DLM" 8+ 82. 0� 1 � . + 4 86 _ _ i 3. 658 LT " LMW" 6 B3. 732 _ _ 486 _ _. _ _ _ y = 2g _ _ . _ _. . -. __ _ _ _� . . ._ . -., . . _ _. . .___ .__. _ _ . .. ._. . . � _ . _ __.- .._ _. __ _ _.._- .__. ._ ..__. . _ _ __.� __...__ .. _ _ ..�. _. ._ . . _ _._ . _ __.w . ____ .. ___ _ ___ _ ._ . , __ . ._.. ._ .__. _ _.r3. _ -f-0�2 TRAFF i C SIGNAL LOOPS LOCAT i ON; X MANHOLE No. 2 M 2. 500 ( 8. 2 ) - SEE ELECTRICAL PLANS. --� ---- ------------ CATV CHTR --------------------- --------------.-..--�_--r---------------�-----. __� _------------------- -----------------_-__-. --- 4. - CONTRACTOR SHALL BE RESPONSIBLE r 203 mm ( 8 ' ) W - FOR ADJUSTMENT TO GRADE _ SEWER , . FOR ALL WATER, SANITARY R --- ---- - -- ---------------- ---- - - - (ABANDON BY OTHERS) E - ----------------- -----------------_------- ----- -�-- AN 484 -- ------_� STORM DRAIN WORK. 484 75 mm ( 3 " } G - - _ - --- --- _ 75 mm (3 " ) G ------------------=------------ -- --- --__---_--- -----_-------_____-_-__-_-_----- ____ � 5. CONTRACTOR HA -� ____ SHALL COORDINATE 203 mm ( 8 " ) W `' ' ' 75 mm ( 3m ) G - WITH UTILITY COMPANIES FOR ( BY OTHERS) 203 mm ( 8 " ) S ADJUSTMENT TO GRADE FOR { f m ALL ELECTRICAL, GAS, TELEPHONE _� ---_ -_�--------------------..L_----- _ _ '' 203 mm ( 8 " ) S _ _203 mm .( 8 " ) S _ . _ ___----- �_�-_____--- _-------y------ AND CABLE TV FACILITIES. ------------------- --------------------------------- `'----------_-----) ; - ------ ----------- -___--------- ---------- -- ---------- ------------------ --------_�__-- -----------------�--- - -------------- J W 482 -------- ------------------ ------------- w 6. CONTRACTORHA 482 CONTRACTORSHALL BE RESPONSIBLE LJ a TO CAP IRRIGATION DURING WORK AND REPLACE IN KIND J01 N Z w CONSTRUCTION UPON COMPLETION OF CONSTRUCTION. _ __ _ � BY OTHERS J `5=0. 37'l. LAT No. 4 X 480 _ a LAT No. 5 _ 480 °�� LAT ' No. 9 a���� S=O. 34'/. a � M rn 9 0 9 - a'\ rn6O - • O 478 00 p° 478 co coe 0 0 _ SL = 144 . 596 ( 474 . 40 ' ) 144. 595 X474. 39 ' > SL = 2. 438 ( 8 ' ) 2100 mm ( 84 " ) RCP . 43 ( 8 ' ) PROFILE 'IDLM " LINE 23 2 8 1 800 mm ( 72 " ) RCP HOR I Z I : 200 _ VERT 1150 8 + 80 8 + 60 8 + 40 8 + 20 8+00 7 + 80 CONSTRUCTION NOTES X--- " DLM" 8 + 85. 347 = 3. 658 LT " LMW" 6+62. 894 RE STREET ELECTROLIER TO BE RESET BY UTILITY COMPANY ( N ) END PIPE 152 mm (6 " ) W, CCWD CURVE DATA 21 INSTALL 450 mm ( 18 " ) RCP ' DLM08 +82. 071 = ABANDONED W No. DELTA RADIUS LENGTH TANGENT 23 INSTALL 1800 mm ( 72 " ) RCP 3. 658 LT " LMW" 6 + 63. 732 " MANHOLE No. 2 M= 2. 5 29 9. 144 9. 144 A 300 33 ' 30 " 27. 432 14 . 63 I 7. 494 24 INSTALL 2 100 mm ( 84 ' ) RCP 26 6.706 RT "LMW'6+39.800 ( 30 ) 3 B 30° 33 ' 30 " 27. 432 1 4 . 63 1 7. 494 CATCH BASIN No.4 O 26 CONST CURB OPENING CATCH BASIN PER CITY STD PLAN 303 W=4.3 (14') V=2.100 (6.89 ) CASE "G" M=1.200 (4') H=0.100 (4") ,, N 00 20 ' 00" E 51 mm ( 2 " ) G, SCG 29 CONST MANHOLE No. 2 PER CITY STD PLAN 3 1 9 LAT No. 4 i y 203 mm ( 8 " ) S, CCWD ELECTRIC, SCE 203 mm ( 8 " ) W, CCWD SEE SHT Noll 32 CONST JUNCTION STRUCTURE No. 4 PER CITY STD PLAN 333 2I LAT No. 9 SEE SHT No. 10 TELEPHONE, VER CATV, CHTR _ #2269588E CATV, CHTR 76 mm (3 " ) G, SCG WI TI EI i i RE R LEGEND 1 _ - - _ r�--__ -�-- --- �� � J .. . � �� .I � - - - � . ` , POTHOLE N0. ( SEE SHEET 13 ) 0 ---- -L+ ----- --- ------ 6_ ------ _ cD X 32 _ - 1 ._-- "LM" L I NE + POTHOLE LOCATION Ln - `" w SL SLOPED LENGTH • .. - I a 90 33 7-N _. _ - .32 - - - - - - -- - f,, _ . LEMON AVENUE ---- -- N S9 3 373 E - -- - - - _ o = 8 - - r - - - - - - - - - --- - - - - -- - - - - - i ._ - __.. I . - __ - -. + 6 + 0 GI = 6 + 20 6 + 00 " LMW" LINE 5 + 80 5 + 60 �' JOIN w �n 6 6 0 N a0 w CONSTRUCTION N � uj ` _____ �+ M LLI S I o ' z (n CITY BY OTHERS M - No. DESCRIPTION OF REVISION DATEPROVEDAP ---- v�f ----- - --- -_ _.._ ; - - W- 2 4 AT N o.5 - - --+- ---- -- __- w ---- -- w - - --- ,n ----- -- -- - w- o J S HT Noll Q _ - - _ CITY OF RANCHO CUCAMONGA QRpf ESS SON �_ _ K �zg T-- g� �4_ _�- - - �- LEMON AVENUE STORM DRAIN i 4 T � T yM.A. RAMAN - _ _ _- _ a Q M. . m L _ _ _ _ _ _ _ _ _ _ R/w � STORM DRAIN No, 44030 R/W 102 mm ( 4 " ) W, I RR -J " DLM" 8 + 5 197 I - PLAN AND PROFILE Exp. 6-30-05 203 mm ( 8 " ) W, CCWD T8 E7 C2 �' 3. 962 RT " LMW" 6+35. 000 203 mm ( 8 " ) S, CCWD . . N �4 CIVIL �' M BC DLM 7+66. 97 I TO DLM 8+85. 347 OP CALIF W2 9 1 4� ; 144 203 mm ( 8 " ) W, CCWD APPROVED BY " DLM" 8+8 1 . 233= N N 602 = CITY ENGINEER DATE DLM 8+66. CATV, CHTR ,� X 658 LT " LMW" 6+62 894 ( 30 ' 4 ( 30 ' ) R.C.E. NO. 24953 UNDERGROUND SERVICE ALERT 3■ 0. 1 52 RT " LMW" 6 +48. 947 DESIGN PLANS PREPA ED BY, RECOMMENDED EC � r�N 0/° 19 ' 50 " E � PRC TELEPHONE, VZN " " + B Y u MO"AIT &E IICHO 5 cv o Call: TOLL FREE 26 6. 706 LT LMW 6 42. 290 ELECTRIC, SCE DRAWN 415 N. Vineyard G Ave. suite S SHEET o 0 1-800 CATCH BASIN No. 5 Ontario, California 91764 422-4133 W= 4 . 3 ( I 4 ' ) V = 2. 475 ( 8. 12 ' ) PLAN BYU Tel . (909) 937-0125 8 of 29 N w SCALE 1 ■ 200 ALL DIMENSIONS ARE I N CHECKED Fax. (909) 937-0199 DRAWING NO. CASE " GO M= 1 . 200 ( 4 ' ) H =O. 1 00 ( 4 " ) METERS UNLESS OTHERWISE SHOWN. R.C.E. NO. 4403 _I TW wonrcn«; oars e�ae< rou me B Y U FILE NO. �!=' a 0 - FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I 1 1 1 " DLM` ?+35. 3 962 RT LMW" 16212 RT " LME " 4+52. 289 �NSfiRU fi I N N07ES _ 29 MANHOLE . 2 M= 3. 200 ( 10 5 ' ) D 33 JOIN EXIST - BEG PIPE D REMOVE TIMBER BULKHEAD 486 X � RE STREET ELECTROLIER TO BE RELOCATED BY UTILITY COMPANY (N) Dca�Q`\ RF FIRE HYDRANT TO BE REMOVED BY UTILITY COMPANY (N) --------------------------------------------�- ------- -----------------..�----�---�-------------- _ _ _ t U FIRE HYDRANT TO BE INSTALLED BY UTILITY COMPANY (N) II - - --- ------------ - 4 8 4 rn i i I -___.- - - ___-_ 24 INSTALL 450 mrm ( 1 8 " ) RCP __ . � 484 t � 1 i - a ► 762 mm 30" ) w 152 (6 ) W INSTALL I mm ( 84 ) RCP -------------- mm � 24 T 2 00 " + --- - - ----_- -;_-_` ________________________ *�- ------ (PROTECT IN PLACE)- _ _ _ -- -i N- 15 2 mm (6 ) W 1 « r - --_-__- __-- - - -a- -�.�. ao _ . _ � _. _ . . Y _ .- 75 � - � 3 } G. . . . _ . -_ _ �Q.1 --- ___----__-�-�-��--=---- -_ . __. ...-. _._.. .._. __ .__ . _ ._- ._ - _ 2� RECONST SIDEWALK DRAIN PER CITY STD PLAN 107 -C G ------------------------------------------- ( r-----�" -y__�-- -----------------------------------iJi 1 j - -- �� __-__-- _ LJ 7 rTX11 E3 " } G _ 26 CONST CURB OPEN I NG CATCH BAS I N PER C- I TY STD PLAN 303 482 Uj= 0 203 mm (8" ) S 2 3 mm ( ) S 0 8 , 1 4 _ _ 82 _ _ _ _____ . __.._ _ _ 28 "MOD 1 FY ' S i DE OPENING CASE 1 PER CITY STD PLAN 309 - -(N ) w :203 mm (8 * ) S �/ , z Uj - 29 CONST MANHOLE No. 2 PER CITY STD PLAN 319 -� k� 32 CONST JUNCTION STRUCTURE No. 4 PER CITY STD PLAN 333 480 v LA No• 33 CONST CONCRETE COLLAR PER DETAIL ON SHEET 12 (N) 480 LAT No. 3 LAT No. 1 LAT No. 6 S=0. 34% NOTES: ---- -1 EX i ST-1NG` UTI C TTI ES -TO BE 'PROTECTED ' 'IN- PLACE UNLESS. 9�9 24 p`� 9�9 OTHERWISE SHOWN. 24 478 ��0 ���� • 09 �� a ,� .,_. _. .-. _ _ _ _:_ _ _ _ _ . __ . _ _ - �• J _ 3, - FOR TRAFFIC SIGNAL LOOPS LOCATION, - SEE ELECTRICAL PLANS. 478 �' - - - - 4: CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENT TO GRADE - - FOR ALL WATER, SANITARY SEWER, AND STORM DRAIN WORK. cn :SL = 144 . 596 ( 474. 40 ' ) ti SL =66. 534 ( 218. 29 ' ) 5. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR 144. 595 ( 474. 39 ' ) 66. 534 ( 218. 2100 mm ( 84 " ) RCP 2100 mm ( 84 " ) RCP ADJUSTMENT TO GRADE FOR ALL ELECTRICAL , GAS, TELEPHONE EXIST 2100 AND CABLE - TV FACILITIES. PROFILE. _. DLM LINE ( 841 ) RCP HORI 'Z 1 : 200 - - _: _ : 6 -CONTRACTOR SHALL BE RESPONSIBLE TO CAP IRRIGATION DURING VERT 1 = 50 - - WORK AND REPLACE IN KIND UPON COMPLETION OF CONSTRUCTION. 7 +60 7 + 40 7 + 20 7+00 6+80 6+60 x #2269573E CURVE DATA RE w. 706 RT " LMW" 5 + 19. 200 No. DELTA RADIUS LENGTH TANGENT ATCH BASIN No. 3 LAT No. 6 SEE SHT No. 10 15 240 1 I 278 W= 6. 4 ( 2 1 ' ) V = 2. 100 ( 6. 89 - ) 6 706 RT " LMW" 4 + 84. 700 ( 50 ' ) ITO ( 37 ' ) A 90 48 ' 45 " 27 . 432 4 . 698 2. 355 CASE " G " H=O. 1 00 ( 4 " ) 26 CATCH BAS I N No. 2 _ 3 ■ 762 mm ( 30 ) W OB 270 2 I ' 2 I " 27. 432 13. 097 6. 676 ELECTRIC, SCE W=6. 4 ( 2 I ) V= 2 . 100 (6. 89 ) - � (PROTECT I N PLACE ) � CATV, CHTR CASE " G " H =O. 100 ( 4 " ) ■ - i " DLM" 6+ 73. 126= 203 mm ( 8 " ) S, CCWD ` DLM 6+86M 223 " + W I 3. 032 RT " LME " 4 +56. 631 152 mm (6 " ) W, CCWD TELEPHONE, VZN 3. 962 RT LMW 4 69. 252 _ PRC rte. 76 mm (3") G, SCG EC #2269578E T6 _ tl it " DLM" 6 +68. 428 = 8 RE T4 E4 CATV CHTR I tom _ _ II i1� 1 . 252 RT " LME " 4 + 52. 289 R/W , h, TEMP POLE, _ SCE Q - �: ; JO i N EXIST - BEG PIPE D 33 �. EXIST _ 450 (18") RCP II BC W 7 �,_; � R/w LEGEND 25 28 21 N0.3 - LAT No.2 t1 >. ___� - _ - JNn-11 " " ya _ OF (10 - -� DLM LINE YL� o - � -� --- - POTHOLE NO. ( SEE SHEET 1 3 ) ID + II ' ---- ---JOc) - N � � N N .� . "� POTHOLE LOCATION � , - w -' --LEMON A V E N l� 4 _ ; - - G - - N8�°- '_37 E 3 - - - - G .. -. �_` 32 -�-�- _ �; M = o _ SL SLOPED LENGTH (n = - " LMW" LINE + 4 +60 - -�- +- -- ° -- 5 + 40 5+ 2 5 +00 4 80 G3 ! 1 . N890143 ' 26 - - - " LME " L I NE Ew ww n " - S3 Z - -4 - - - - - - - z o ' W5 S2 i cn - r� � LAT No. • - - ----- - -- -- - W-,-- W W --- W_- 7--- W- -+ W--�- - --+ ' W " No. DESCRIPTION OF REVISION DATE CITY - - - J ., , � S� -5-R'fi o.li � � � EXIST 2100 84 ) RCP � APPROVED _ -rf! - TI/ CITY OF RANCHO CUCAMONGA Q�pFESS SON C, O - T. i LEMON AVENUE STORY DRA/N V ; - I M.A. KRAMAN z R/W I T \� i ;� t d STORM DRAIN W No. 44030 m U 5 E5 _ I f � 152 mm (6 " ) w, CCWD " RF µ o 1 RAW PLAN AND PROFILE Exp. 6-30-05 203 mm ( 8 ) S, CCWD " " T4 �� « 203 mm ( 8 ) W, CCWD 26 ��/ © N I _ , s CIVIL ?+ 3�. 257 ■ 6. 706 LT LMW 4 +77. 800 I 1 152 mm (6 ' ) W, DLM 7+66. 97 I TO DLM 6+68. 168 D L M t 9.2 CATCH BASIN N0. 1 I � �� f CALi , WFN I a CATV, CHTR W=6. 4 ( 2 I ' ) V= I . 952 (6. 4O ' ) !Qt__.___i CCWD CTPROVED BY NGNEER DATE 29 - - _ X ' ) ELECTRIC, SCE CASE ' G" H-0. 100 ( 4 " ) I 15. 240 15. 240 OHL ELECTRIC, R.C.E. No. 24953 UNDERGROUND SERVICE ALERT MANHOLE No. 2 M= 3 2 ( I { �__ _`�� - DESIGN PLANS PREPAR D BYE RECOMMENDED TELEPHONE, VZN ±- --- (5 p } - - -- - __ ______-; - E(5-a' } - SCE B Y u MOFFATT & rTICHOL cm Call: TOLL FREE PLAN 203 mm ( 8 " ) S, CCWD E N G I N E E R S o 0 1-800 DRAWN 4 1 5 N. Vineyard Ave. Suite 200 SHEET Ln SCALE 1 : 200 76 mm ( 3 " ) G, SCG Ontario, California 91764 ' 422-4133BYU Tel . (909) 937-0125 9 OF 29 N w ALL DIMENSIONS ARE I N CHECKED Fax. (909) 937-0199 DRAWING NO. N Two wo�+ciwc oars scone rou mo METERS UNLESS OTHERWISE SHOWN. BYU R.C.E. NO. 4403 FILE NO. /8 3 0 O FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS 1 1 1 1 1 1 1 1 1 : DK * 10+00. 000= 5. 486 LT " KL " I +33. 100 26 35 DLM" 8 +39. CATCH BASIN No. 9 022 = ' W=8.8. 5 428- } v 3. 644 ( t I . 96 3 _ _, + RT " LMW" 6+22. 051 Dt1rA"' 6 �r: 4T5 --= ---- 3. 962 JS No. 2 A =90000 ' 00111 31 CASE * G* H=0. 100 ( 4 " ) . 7. 315 LT » AR" 27 + 77. 86 A= 30" 00' 00" 32 C=0. 610 ( 2 ' ) JS No. 4 A= 80° 43 50 X " DK ' 10�+ 10. 566= '1 _ 2. 744 RT KL " 1 + 14. 692 . a � 10. 915 T ' AR" 27+97. 200 486 MH No. 4 M=3. 6 ( 1 2 ' ) 30 486 ( 7. 5 ' ) 486 CATCH BASIN No. 6 L = 2. 3 E- I . 9 t6.2 W=8. 5 (28 ' ) V=2. 462 (8. 08 ' )- 19 ------- _ - -- -- -- --------_------- ABANDONED TELEPRONE, VZN, AA30" 00 ' 00» 0. 100 ( 4 " ) _ _ <J � tTO BE RELOCATED BY OTHERS ) :_ __152 mm _(6 ' ) ___W =CATV, CHTR _�S 152 mm ( 6 " ) W ; ELECTR I C, SCE -------=--_ _�z - i� �s (BY OTHERS) (TO BE RELOCATED BY OTHERS ) ; 484 . CATV CHTR _ _ 484 _ _ 484 __ 762 mm ( 30 } W ,, 484 _ ' CONSTRUCT 1-ON NOTES _. _ . . __. . (PROTECT IN' PLACE ) TELEPHONE, VZN I I � ELECTRIC,. SCE ELECTRIC, SCE 203 mm (8 ».) S 4 21 INSTALL 450 mm ( 1 8 " ) RCP 22 I NSTALL , 900 mm ( 36" ) RCP 482 482 24 INSTALL 2100 r1n (84 " ) RCP 482 �`�� 482 LAT No. ,8 5=6' 4 48 26 CONST CURB OPEN I NG CATCH- BASIN ol• �'� �� `' LAT No. 7 i PER CITY STD PLAN 303 \Q.$ X 22 - 30 CONST MANHOLE No. 4 PER CITY STD PLAN 321 r 2I CONST JUNCTION STRUCTURE N . -2 NOTES 480 . i� I i S T 22 ^ � � ,l, dl , -- - _ _.- . : __. 4 80 _ _ PER CITY STD PLAN 33-i . _ _ _ 4 80 _ _..__-_-_. ..._ ___. �____ . . EX I ST I NG .UT l L I T E O BE PROTECTED IN PLACE UNLESS . - 32 NLESS . _32 CONST JUNCTION STRUCTURE NO. 4 ! 9 OTHERWISE SHOWN. _ _ o co; PER C I TY STD PLAN 333 �9 0 TRAFFIC SIGN LOOP LOCATION, SEE ELECTRICAL PLA o 0 35 MODIFY S 1 DE OPENING, CASE 1 I , %•1; 9 • _ . __. _ ._ _ ._ ._ -. _ _ _ _ . : _ - _ _ _ . _ _ PER C 1 TY _STD PLAN 309 (N) _ _ . . _ . _ J. �. � 3 FOR RA C AL S N NS �• '� Y SL = 19. 716 (64. 68 ' ) 454 (63. 8 ' ) 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENT TO GRADE 1 o o ti SL = I9. FOR ALL WATER, SANITARY SEWER, AND STORM DRAIN WORK. a _ = 19. 675 ( 64. 55 ' } C5 1 9 242 (63. 13 ' ) 478 900 mm ( 36" ) RCP r -_ 478 - _CURVE DATA _ _ . 478 �• • a� �� - 450 mm ( 18 " ) RCP 5. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR SL =9. 1 93 (30. 16 ) ADJUSTMENT TO GRADE FOR ALL ELECTRICAL, GAS, TELEPHONE 9. 174 ( 30. 10 ' ) = No. DELTA RADIUS LENGTH TANGENT . 900 mm ( 36 " ) RCP LATERAL N0 .9 - LATERAL NO .6 AND CABLE TV FACILITIES. . HOR I Z I : 200 _ __ _ _ . _ _ . . _. _, _. . _, - - A 450 00 '.00" 6. 858 5.- 386 2. 841 _ _ . _ __ _ . _ . .__ . ..- _ _ _ HORIZ 1 : 200 6. CONTRACTOR SHALL BE RESPONSIBLE TO CAP IRRIGATION DURING VERT 1 : 50 - © 450 00 ' 00" 6. 858 5., 386 2. 841 VERT - 1 : 50 WORK AND REPLACE IN KIND UPON COMPLETION OF CONSTRUCT ION x--- 5. 486 LT " KL " 1 + 18. 600 26 10. 975 LT " AR " 27 +97. 200 26 CATCH BASIN No. 8 - CATCH BASIN No. 6 T I E I W= 8. 5 ( 28 ' ) V= 2 . 400 ( 7. 87 " ) r G3 I W= 8 . 5 ( 28 ' ) V= 2. 462 ( 8. 08 ' ) CASE " G" H=O. 1 00 ( 4 " ) -- CASE ' G " H=O. 100 ( 4 " ) 762 mm ( 30" ) W. CCWD =: �� W6 (PROTECT IN PLACE ) - 5. 486 LT " KL " I + 33. 100 \� - r -� } 1 26 CATV, CHTR / ELECTRIC, SCE ck _ 203 mm ( 8 ) S, CCWD IF Q' r CATCH BASIN No. 9 R/W W= 8. 5 ( 28 ' ) V= 3. 589 ( 11 . 77 ' ) W �\ o CASE ' G" H=0. 100 ( 4 ' ) ` TELEPHONE, VZN WATER, ABN ( BY OTHERS ) ! IW7 � ' i 1 I `; E2 T2 ELECTRIC SCE T3 E3 152 mm ( 6" ) W CCWD I 1 W > ; { -71 I �- _�QT�� t CATV CHTR R/W I I 1 LAT No. 6 Y _ _ _ r -CA .: -CATV - N Y U 1' i• 1 C LEGEND -- (; - - G --L- - -d - I - G zT Q t LAT o.8 22 L�,4T No. 9 + • N _ w - O �- ARC ( BALD AVENUE POTHOLE No. W4 SEE -T No.1 D w W o '� . C) __Z N 40° 20' 00 " E KLUSMAN A VEN E 6' v - J _ N 0° 20 ' 00 " E " AR " L 1 NE ( SEE SHEET 13 ) + 20 1 + 40 " KL " INE �. 27 +60 27 + 0 28 +00 28 + 20 POTHOLE LOCATION » " 1 - o DLM LII NE SEE SHT No. 9 W g I 'j rn 22 LAT LAT 00 .7 -- ' '�' ( WS 152 mm (6 " ) W. CCWD SL SLOPED LENGTH 1v N o. 9 --- ' v w -_._ __� w _ - -- -- A! - - -- - _ __---- - __.__ • �-- w w- o y rn G i C 1 ! EXIST 450 (18") ICP _ - --� `+ ELECTRIC, SCE » ---- - -o11 NoV. . DESCRIPTION OF REVISION CITY j EX.�T 2100 {84 ) FSP �___ NC- - ---- DATE APPROVED -4 {-- CCWD t - -- r�"°- - I j --i CITY OF RANCHO CUCAMONGA 203 mm ( 8 ) S, o I `' G2 f PROTECT I N PLACE L--� f _ R/W Q�pf ESS N4 r;r' i o I » » __ g' LEMON AVENUE STORM DRAIN 51 mm (2 " ) G SCG 0. 734 RT KL 1 + 27. 822 rtl � �, EC I I . 'r 9. 324 LT " AR " 27 +96 173 h M.A. KRAMAN z �' ' '� _ • • STORM DRAIN _ + I 2. 743 RT " KL " I 22. 972 1 _ EC PLAN AND PROFILE No. 44030 5. 486 RT " KL " I 16. 800 + == � .i I 1 6-30-05 26 BC - �' i I 7. 3 15 LT " AR " 27 +9 I . 323 Exp. ,� CATCH BASIN No. 7 + I I KLUSMAN AVENUE AND ARCHIBALD AVENUE CIVIL \' W= 4. 3 ( 14 ' ) V= 2. 100 ( 6. 89 ' ) �- I I -'_ BC OF' CAL CASE " G " H=O. 1 00 ( 4 " ) I I I CPPROITY NGNEER - DATE C C� X UNDERGROUND SERVICE ALERT " " I I 1 OH L ELECTRIC, SCE R.C.E. N6. 24953 DLM LINE SEE SHT No. 8 I I I I DESIGN PLANS PREPAItD BYE RECOMMENDED B Y ub1of-kTZMENGO"ATT & NICHOL Call: TOLL FREE 1 RAW I N E E R S H (\j p DRAWN 415 N. Vineyard Ave. Suite 200 S EE V) 1-800 Ontario, Ca 11 forn i s 91764 ' - BYu Tel . (909) 937-0125 10 OF 29 N N 422-4133 ALL DIMENSIONS ARE IN CHECKED Fax. (909) 937-0199 DRAWING NO. TWO VORKTNG oars eEFoW YOU MG METERS UNLESS OTHERWISE SHOWN. BYU ___ R.C.E. NO. 4403 FILE NO. - 1036 O J FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I - 35: '800 " DLM' 8+55. 61. 7- J. 962 _RT " LMW" 5 + C $. _8729_­__ 29 _ 3. 720 RT " LMW' 6+38._63'5 32 " DLM* 7 +00. 700- MH No. 2 M= 3. 2 ( 1 0. 6 ' ) JS No. 4 A=67° 36 ' 53 " 6. 706 LT '.LMW" .4 +77 800 26 35 3. 962 RT " 'L MW' 4 + 83 72.8 . 32 ° " A=60 00 00 CATCH BASIN No. ! JS No. 4 A =60000 ' 00 X W= 6. 4 ( 21 ' ) V= I . 952 (6. 40' ) 6. 706 RT '_LMW' 6+390800 CASE" G " H=0. 100 ( 4" ) 6. 706 RT " LMW" 4 + 84. 700 -6. 706 RT " LMW" 5+ 19. 20'0 26 28 35 9�S CATCH BASIN No. 4 26 35 26 35 CATCH BASIN No. 3 �� p� W=4 . 3 ( 14 ' ) V=2. 475 (8. 12 ' ) A= 30' 00 ' 00 " CATCH BASIN No. 2 -� , _ IIL1W'r6+89. 4 W=6 4 (21 ) V =2 475 (8 12 . ) ,9 CASE " G" H=O. 100 ( 4 " ) 2QOM �� W=6. 4 ( 21 ' ) V=2. 475 t$. t 2 ) v s Q, �.• cp CASE' G ' H=O. 100 (4" ) A=30° 00' 00' a� 3. 962 RT LMWo 4+72. ,229 32 ],• s� CASE° G H=O. 100 (4 ) 'Q,' �'� C' c'c, q- 30° 00 ' 00' OG p, G JS No. 4 A=60 00 00 �' p A 30 00 00 -_-_ OG i EX I ST S I DEWALK DRAIN 25' OG � ---- ---- DON B203 Y OTHERS ) ___-- -- (ABANDON O TELEPHONE, VZN 28 I ` CATV, CHTR 484 _ 4 $4 _. 484 484 484 z 484 CATV, CHTR _ 484 '152 mm ( 6" ) W TELEPHONE, VZN TELEPHONE. VZN . TELEPHONE, VZN CATV, C R � 34 ELECTRIC, SCE ELECTRIC, SCE �- 75 mm ( 3 } G _ CATV, CHTR i _ ELECTRIC, SCE 34 34 9� 482 (0 482 482 482 482 9 482 482 / 0 482 9 21 S= 103. 28% X _ L � , _ _ I 21 5= 123 40'1. I 4 S= 23. 47% 21 i i 21 S= 108. 43% I I 8� 480 ! 480 480 ! ° _ 480 480 __. ! �a 480 _ 480 ! �6 480 \O I I 99 i �9 O SL 2. 012 (6. 60' ) _ : _ _ _ SL =2. 186 __(7. 171 ) _ _ ��' SL = 2. 363 ( 7. 75 ") SL = 10. 747 ( 35. 26f ) C5 1 . 364 ( 4. 48 ' ) by 1 . 376 (4. 51 ' ) �.�J 1 . 644 ( 5. 39 ' ) v� 450 mm t 18 ) RCP -450 mm ( 181 ) RCP �'� �� 450 mm ( 1 8 ) RCP 478 10.463 (34.33') �� 478 478 ��� 478 478 '����'� 478 478 478 450 mm (18 ) RCP �,L9J, _ _ a1 �� p, LATERAL NO . 1 LATERAL NO . 2 LATERAL NO . 3 LATERAL NO .4 HOR 1 Z I 1 200 _ _ HOR I Z I : 200 _ . HOR I Z 11200 _ _ _ _ HOR I Z 11200 VERT 1 : 50 VERT I : 50 VERT 1 : 50 VERT 1 D 50 CONSTRUCTION NOTES _5­466 Rt -..� K� 'T + 16-. 800 _ GKI0+ 1-0056 ' DLM" 8+ � 35 26 . 53. 694 - CATCH BASIN No. 7 3 2. 744 RT KL 1 + 14 . 692 21 INSTALL 450 mm ( 1 8 " ) RCP X--- 32 3. 908 RT ' LMW'`6+36. 722 ' W= 4 . 3 ( 1 4 ) V=2. . 100 (6. 89 ) . MH No. 4 M= 3. 552 ( I I . 65 ' ) . JS No. 4 A= 56° 24 ' 00" _ _ _ _ " " _ ' " . CASE " G" - H=O. 100 (4 ) _ , ___ _ _ _. _ __ __ L = 2. 3 ( 7. 5 ) E= l . 9 (6. 2 ) _: __ _, _. ___ _ 24 INSTALL 2 100 mm (84 ) RCP . A=45° 00' 00' A= 61 ° 25 ' 48 " C=0. 7 ( 2. 3 ' ) 25 RECONST SIDEWALK DRAIN PER CITY STD PLAN 107-C 6.706 LT 'LMW`6+42.290 DK`J 0+ 10. 566= ,- 35 26 CATCH BASIN No.5 �� 30 2. 744 RT KL 141-4-.­692 O 5. 486 L'T ACL I + 1 _ ..._v 6 CONST -CURB -OPEN I-NG CATCH BAS 1 N PER CITY STD PLAN 503 556 ( 1 I 67 > CATCH BASIN No 8 �� W=4.3 (14') V=2.475 (8.12') .a MH No. 4 M= 3. � 35 26 `� � CASE'G' H=0.100 (4") �• G L = 2_3 ( 7. 5 ' ) E= 11 . 9 (6. 2 ' ) ��:`C, W= 8. 5 ( 28 ' ) V=2. 400 (7. 87 ' ) �`�%�� 28 MODIFY SIDE OPENING, CASE 1 , PER CITY STD PLAN 309 (N) A=30^00'00" a _._ . _ _ _ __ _ _ -- - A=30 00 00 C=O, 9 ( 3 ) _ _ . ,_ . :. .CASE G H=O.-1`00 OG A= 30' 00 " 00" OG 29 CONST MANHOLE No. 2 PER C I TY STD PLAN 319 mm (4 " I R CONST MANHOLE No. 4 PER C I TY STD PLAN 321 102 30 ON T _ ) Wt . __-_ -TELEPHONE, _ .�/ZN � ___ _CATV CHTR ELECTRIC, SCE (TO BE RELOCATED ^� �-ELECTR I C, SCE (TO BE RELOCATED 152 (6" ) W 32 CONST JUNCT I ON STRUCTURE No. 4 PER C I TY STD PLAN 333 � 5 I rrm (2" ) G a��'Q,�� x--75 mm ( 3 ' ) G . BY OTHERS ) � ( BY T ERS) 484 `' _ �" 484 484 484 484 34 CONST MONOLITHIC CATCH BASIN CONNECTION '°� 34 152 mm t6 W, PER C 1 TY STD PLAN 308 (N) TELEPHONE, VZN 203 mm ( $ } VIr ELECTRIC SCE ABANDON B OTHERS ( BY OTHERS) (TO BE RELOCATED 35 MODIFY SIDE OPENING, CASE II , PER CITY STD PLAN 309 (N) BY OTHERS ) X 203 mm (8" ) S 4�p �� ` LEGEND 482 ��\�J 482 - 482 _. 482 482 _ .a� �� 482 _ SL SLOPED LENGTH a } 21 S­ I 1 7. 47/. S=27. 76% 21 i S=23. 25% 2 4� No. DESCRIPTION OF REVISION DATE CITY APPROVED 480 ! 480 '� _ 480 480 _ - �� ��' p _ 480 . _ _ 480 _ _ _ . . __ ._ _ ._ __ . _ _. _ , _ _ . . _ r .."> CITY OF RANCHO CUCAMONGA J SL = 2. 208 ( 7. 24 ) - ti y QapFESS,O,y �� �� I 1 . 431 (4. 70 ' ) - < S O n LEMON AVENUE STORM RAIN ��. 9 450 mm ( I 8 ) RCP - s _ _ _ __. _ _ _. _.. v _a ___ _ _ _ __ ,�� y ,? SL-7. 522 (2 . 68 ) y M.A. KRAMAN Z L=1O.�78 (335.-03 } /`4 7. 248 ( 23. 7$ ' ) STORM DRAIN m 10.401 (34.12 ) s` No. 44030 450 mm (18") RC 2� ps _ _ 450 mm ( 18 ' ) RCP PROFILES Exp. 6-30-05 478 78 LATERAL No I 7 & 8 478 � 478 _ _ _ _ __ . _ � 4 ?8 _ 478 _ _ _ _ 4 syq CIVIL \� �OF CAL1 _ APPROVED BY LATERAL NO . LATERAL NO .? LATERAL NO ° 8 CITY ENGINEER �'aL DATE - X UNDERGROUND SERVICE ALERT _ _ . _ _ R.C.E. NO. 249 53 HOR I Z 1 : 200 HOR I Z 1 :'200 _ HOR I Z 1 : 200 DESIGN PLANS PREPARED BYi RECOMMENDED VERT 1 : 50 VERT 1 : 50 VERT 1 : 50 BYuhopMOFFATT & NICHOL E N G I N E E R S N O Call: TOLL FREE DRAWN 415 # Vineyard Ave. Suite 200 SHEET 1-800 Ontario,I o, California 91764 ° 422-4133 __. _ . _ _ _. _ _ _. ALL DIMENSIONS ARE I N Te 1 . (909) 937-01 25 I I OF 29 (\i w BYu CHECKED Fax. (909) 937-0199 DRAWING NO. i METERS UNLESS OTHERWISE SHOWN. BYu R.C.E. NO. 4403 FILE NO. I ?✓�' O FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS 11 I I I 1 1 I I C # 19 x 675 � 225 mm Max TYP � CONCRETE COLLAR X i r� D BAR - 2 ALL FOUR SIDES OF THE OPENING -"- GENERAL NOTES INSIDE FACE OF i --�� -`=--_---_ __ _ COLLAR TO MATCH `- ii ,g -` DESIGN: BRIDGE DESIGN SPECIFICATIONS z PIPE DIAMETER it oo ( 1983 AASHO WITH INTERIMS AND _ VARIES I ' ii REVISIONS BY CALTRANS � � # 15 In 450 mm EARTH LOAD= 3. 5 m MAX COVER \ 2100 mm oREINFORCED CONCRETE: FY= 420 MPa C BARS --------- ii ; NEW PIPE ------ -------- , �-_-___ 2 100 mm 0 EXIST40 i Ii FLOW -► � .900 �! I FLOW I zX 10 � � O # 19 x 0 225 mm Max # 16 x C BARS # 15 450 mm - /:,� Or x —� , # 15 x 15 0 PLAN 1 : 25 z L O 3250 mm± # 16 300 mm MAX ( TYP ) ,o # 19 x 4- # 16 # 15 450 mm Y AF` �' 30p rnm 225 mm Max I TYP X--- Ln >1 O A ~ s� ELEVATION # 19 x i � SIDE CONNECTION 225 mm Max + �- I i i SECTION A - A i # 16 x I I Or x —� i NOTES: TOT 8 EA S I DE i i� +I TYP i 1 . REINFORCING STEEL SHALL BE 40 mm CLEAR FROM FACE OF CONCRETE UNLESS 2100 ! mm STRUCTURAL DATA �__ _—__ --------- OTHERWISE SHOWN. i In c\j 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER B t C D & E OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. (mm) (mm) BARS BARS # 16 x REINFORCING STEEL FOR OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 50 mm 300 X TOT 6 EA SIDE i CLEAR OF OPENING. # I5 TYP i 375 115 150 mm # 15 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS 450 I OF CONCRETE AS THE CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 75 mm. 4 . CONNECTIONS SHALL BE CONSTRUCTED WHEN: ,r (A ) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN. CITY ( B ) ANGLE A FOR PIPES THROUGH 750 mm DIAMETER IS LESS THAN 70 DEGREES OR No. DESCRIPTION of REVISION DATE APPROVED GREATER THAN 110 DEGREES. /0., CITY OF RANCHO CUCAMONGA LEMON AVENUE STORM DRAIN I-V �� ' MONOLITHIC CATCH BASIN CONNECTION y M.A. KRAMAN Z 50 mm CLR40 mm I ( MONOLITHIC CONNECTION ) STORM DRAIN DETAILS W No. 44030 Exp. 6-30-05 # TYP T Y P REFERENCE CITY OF RANCHO CUCAMONGA STD PLAN 308 sy, CIVIL 44 Qt' CAL Ir" \ 3 7 5 mm APPROVED BY X TYP CITY ENGINEER DATE' /� R.C.E. NO. 24953 UNDERGROUND SERVICE ALERT SECTION C - C DESIGN PLANS PREPARE-0 BY: RECOMMENDED Call: TOLL FREE 1 : 15 AJ MOFFATT & NICHOL DRAWN E N G I N E E R S O p N. Vineyard Ave, Suite 200 SHEET I • 422 00PZ 415 N 3 CONCRETE COLLAR Ontario, Ca l l forn l a 91764 Tel . (909) 937-0125 1 2 OF 29 N REFERENCE CITY OF RANCHO CUCAMONGA STD PLAN 329 ALL DIMENSIONS ARE IN CHECKED Fax. (909) 937-0199 DRAWING NO. cr Tvo waecn+� oars eeFone rou MG N METERS UNLESS OTHERWISE SHOWN. A J _ _.-- R.C.E. No. 4403 FILE NO. 8 3 O J FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I POTHOLE TABLE - WATER ( CCWD ) POTHOLE TABLE - TELEPHONE ( VZN ) No. STATION OFFSET TOP ELEV DEPTH DESCRIPTION No. STATION OFFSET TOP ELEV DEPTH DESCRIPTION W1 " LMW" 6 + 53. 01 3 4 . 621 m RT 485. 4 1 1 0. 85 m WATER, 203 mm ( 81 ) CML&W TI " LMW" 6+ 41 . 404 8. 510 m RT 485. 528 1 . 07 m TEL , CONDUIT W2 " LMW" 6+43 . 739 7. 437 m LT 484 . 353 - I RR, 102 mm ( 41 ) PVC T2 " KL " 1 + 1 8. 58 1 6. 659 m LT 485. 595 1 . 04- 1 . 22 m TEL , CONDUIT W3 " LMW" 6+ 31 . 759 4 . 556 m LT 485 . 300 1 . 1 0 m WATER, 152 mm (6 " ) CML&W T3 "KL' 1 + 33. 470 6. 637 m LT 485. 807 1 . 04- 1 . 22 m TEL , CONDUIT W4 " KL ' 1 + 17. 400 4. 288 m LT 485. 422 0. 91 m WATER, 152 mm (6" ) CML&W T4 " LMW" 5+26. 7 1 9 8. 668 m RT 485. 030 0. 76 m TEL , CONDUIT W5 " LMW" 5 + 29. 363 4 . 487 m RT 484 . 805 1 . 3 1 m WATER, 152 mm (6" ) CML&W T5 " LMW" 4 + 78. 876 8. 359 m LT 484. 657 0. 85 m TEL , CONDUIT W6 " AR " 27 +95. 002 9. 533 m LT 485. 011 0. 91 m WATER, 762 mm ( 30" ) CML&W T6 " LMW" 4 +90. 969 8. 600 m RT 484. 797 0. 85 m TEL , CONDUIT W7 " AR " 27 +78. 439 9. 321 m LT 484 . 32 1 1 . 07 m WATER, 762 mm ( 301 ) CML&W T7 " KL " 1 + 1 9. 520 7. 480 m RT 485. 64 1 1 . 45 m TEL , CONDUIT " AR " 27 + 73. 882 5. 1 44 m RT 484. 282 0. 97 m WATER, 152 mm ( 6 " ) CML&W T8 " LMW" 6+32. 260 9. 8 1 0 m LT 485. 329 0. 96 m TEL , CONDUIT W8 = " LME " 4 +52. 04 1 1 . 572 m RT - - POTHOLE TABLE - SEWER ( CCWD ) POTHOLE TABLE - ELECTRICAL ( SCE ) X No. STATION OFFSET RIM ELEV INVERT ELEV DEPTH DESCRIPTION SI " LMW" 6 + 24 . 603 0. 299 m RT 485. 367 481 . 957 3. 410 m SEWER, MH No. STATION OFFSET TOP ELEV DEPTH DESCRIPTION S2 " LMW" 5 +24 . 356 0. 156 m LT 484 . 222 482. 496 1 . 726 m SEWER, MH El " LMW" 6 + 4 I . 404 8. 510 m RT 485. 528 1 . 07 m ELEC, TOP OF SLURRY S3 " LMW" 4 +9 I . 258 0. 021 m LT 484 . 694 482. 685 2. 009 m SEWER, MH E2 " KL " I + 18. 581 6. 659 m LT 485. 595 I . 04- I . 22 m ELEC, 102 mm DUCT S4 " LMW" 4 +62. 605 1 1 . 708 m LT 484 . 296 1 481 . 743 1 2. 553 m SEWER, MH E3 " KL " 1 + 33. 470 6. 637 m LT 485. 807 I . 04- I . 22 m ELEC, TOP OF SLURRY E4 " LMW" 5+ 26. 7 1 9 8. 668 m RT 485. 030 0. 76 m ELEC, TOP OF SLURRY POTHOLE TABLE - GAS ( SCG ) E5 " LMW" 4 + 78. 876 8. 359 m LT 484 . 657 1 . 25 m ELEC, TOP OF SLURRY No. STATION OFFSET TOP ELEV DEPTH DESCRIPTION E6 " LMW' 6+ 20. 490 8. 640 m RT 485. 294 0. 76 m ELEC, TOP OF SLURRY GI " LMW" 6 + 37 . 275 0. 767 m RT 485 . 420 1 . 1 3 m GAS, 76 mm ( 3 " ) PE E7 " LMW" 6+32. 260 9. 810 m LT 485. 328 0. 70 m ELEC, 127 mm DUCT G2 " KL " 1 + 1 6. 632 7. 408 m RT 485. 584 1 . 22 m GAS, 51 mm ( 2 " ) PE G3 " LMW" 4 + 73. 1 84 1 . 296 m RT 484 . 358 1 . 25 m GAS, 76 mm ( 3 " ) PE ABBREVIATIONS ABN - ABANDONED G4 " KL " I + 1 9. 520 7. 470 m RT 485. 641 1 . 1 1 m GAS, 51 mm ( 2 " ) PE CATV - CABLE TELEVISION "--- IRR - IRRIGATION OHL - OVERHEAD LINE POTHOLE TABLE - CABLE TV ( CHTR ) TP - TELEPHONE POLE No. STATION OFFSET TOP ELEV DEPTH DESCRIPTION UTILITY OWNERS CI " KL " i + 19. 470 7 . 600 m RT 485. 641 I . 52 m CABLE TV CCWD - CUCAMONGA CREEK WATER DISTRICTCHTR - CHARTER CABLE C2 " LMW" 6 + 32. 260 9. 8 10 m RT 485. 324 1 0. 68 m VZN - VERIZON CABLE TV SCE - SOUTHERN CALIFORNIA ED I S I ON SCG - SOUTHERN CALIFORNIA GAS CRC - CITY OF RANCHO CUCAMONGA AC (TYPE A ) FINISH SURFACE TO BE PLACED NO SOONER THAN 14 DAYS NOR LATER THAN 35 DAYS AFTER BASE PAVING AC (TYPE A ) TO BE PLACED WITHIN 72 1 /3 W HOURS AFTER CONSOLIDATION OF BACKFILL 300 mm ( 12 ' ) MIN NOTES: 1 /3 W IF DIST IS < 1 . 2 m ( 4 ' ) THAN AC X 300 mm ( 12 " ) MIN MUST BE REMOVED AND REPLACED I . ALL TRENCHES 30 m ( 100 ' ) IN LENGTH OR LONGER SHALL BE BACKFILLED AND CONSOLIDATED PER W SECTIONS 306- 1 . 3 . 1 THRU 306- 1 . 3 . 4 OF THE CITY OF RANCHO CUCAMONGA STANDARD SEE NOTE 6 SPECIFICATIONS. THE CITY OF RANCHO CUCAMONGA REQUIRES THE JETTING METHOD. BUTT JOIN 2. SPREAD BOXES MAY BE EMPLOYED FOR TRENCH PAVING JOBS LESS THAN 150 m ( 500 ' ) . T+ 30 mm 3. ALL JOINTS SHALL BE VERTICAL BUTT JOINTS; LAP OR FEATHERED JOINTS ARE NOT ACCEPTABLE. No. DESCRIPTION OF REVISION DATE CITY 4. UNLESS OTHERWISE INSTRUCTED BY THE CITY ENGINEER, TRENCH PATCH SHALL BE STRAIGHT GRADE 95% RELATIVO `AAPPROVED, ACROSS WIDTH, AND SHALL NOT BE CROWNED AT CENTER. COMPACTION MIN ; . CITY OF RANCHO CUCAMONGA Q�pFESS /04f 90% RELATIVE CRUSHED AGGREGATE BASE 5. PRIOR TO PLACEMENT OF A. C. PAVEMENT EDGE SHALL BE CUT TO A CLEAN VERTICAL AND COMPACTION MIN IN TRENCHES LESS THAN 30 m ( 100 ' ) LEMON AVENUE STORM DRAIN STRAIGHT EDGE WITH TACK COAT ON FACE OF CUT. I N LENGTH, SEE NOTE I STORM DRAIN DETAILS AND H M.A. KRAMAN z O E po, 44030 6. PERMANENT A. C. PATCH SHALL BE A M I N I MUM 80 mm ( 31/8 " ) TH I CK OR 30 mm ( III/8 " ) TH I CKER 95/. RELAT I VE = E Z UTILITY POTHOLE DATA Exp. 6-30-05 THAN EXISTING - WHICHEVER IS GREATER - AS DIRECTED BY THE ENGINEER IN THE FIELD. COMPACTION MIN0 _ o it CIVIL � N 4 OF CAL \' 7. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. �~ }�- APPROVED BY 25 mm ( I " ) MIN CITY ENGINEER DATE c X R.C.E. N6. 24953 UNDERGROUND SERVICE ALERT BELOW BEL L TRENCH REPAIR BEDDING & SHADING PER UTILITY DESIGN PLANS PREPARED BYE RECOMMENDED REFERENCE CITY OF RANCHO CUCAMONGA STD PLAN 120 INVOLVED. I F NONE REQUIRED, USE MSN _. MO"ATT & NICHOL N Z Call: TOLL FREE "I'% E N G I N E E R S p 1-800 CLASS 2 AGGREGATE BASE AS PER DRAWN 415 N. Vineyard Ave, Sate 200 SHEET 0 Ontario, Collfornla 91764CALTRANS STANDARD A62D. MSN Tel . (909) 937-0125 13 OF 29 N w 422-4133 ALL DIMENSIONS ARE IN CHECKED Fax• (909) 937-0199 DRAWING N0. N wqcm TWO WOWM DAYS WFOW YOU DIG METERS UNLESS OTHERWISE SHOWN. VLK - - _ FR.C.ENNO. 4403 /630- 1 o J FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS 1 1 1 1 1 1 1 1 1 DRAINAGE QUANTITIES o INSTALL RCP (N) (N) (N) CITY OF RANCHO CUCAMONGA (N) (N) (N) (N) a w STANDARDS 000 U-1 < (N) (N) (N) (N) (N) (N) (N) (N) (N) Z W U Z E Z E Z E Q > � L6 OO x W > = Z Q V/1 m 0 Iz z CO 11 m 11 CO 11 Iz U0 W V) WD _J U SW W � � � (/') W � > Z = 3 = 3 = 3 I Q � Y Ir J O Z ~ ~ W WU � W 0 O L � O yO � O J UU -1 W Z a Z In mD 0 � z zU O Qo Qo Qo 0 w D > - DESCRIPTION w � U o' w Vn a - U U Z 10 0 �- a z f- z Vn o w z z z - z U LL z U - 0n ao W Qz zZ: = 0 0 - - LIJ ILL! U-1U Q � N IT N 'q- 00 z � z W c -j w w w - a > � 0 w of = w � oCLo 0- o � __j Z: Ir L- L Vn Z Z Z O OZ O 0 Uz LL Umi LL oN oN oN Z Z Z Z U 0 - U - U W (/) Q Q Q :2 Z - O O O O Vn0 1- Q p m m m z :Z- V) Z X - o- Q < w - � Ln 0 00 - - o' = a m 0 Q:: o = o cr c- _ = V) V) O O a 0 a w - D 0 0 :2 v 0) - NULL � � c�� � � � U moo U _ o- U EA m3 m m m m kg EA EA EA EA EA EA EA EA EA EA EA EA EA m m - 8 DLM a 2. 4 3. 8 S 1800 mm RCP 8 DLM b 10. 0 200 1 I MH No.2 8- 9 DLM c 144.6 3. 8 S 2100 mm RCP 9 DLM d 10. 3 200 1 1 MH No.2 9 DLM e 66.5 1 3. 71 S 2100 mm RCP 9 DLM f I CONCRETE COLLAR X 9 DLM g I REMOVE TIMBER BULKHEAD 9 1 a 4 . 3 55 I I 2. 1 CURB OPENING CATCH BASIN CRC STD PLAN 300, W=6.4 m (21') 9 1 b 10. 7 4. 0 P 25 mm 450 mm RCP 9 1 c 0. 3 1 JS No.4 9 1 0. 3 I MONOLITHIC CATCH BASIN CONNECTION CRC STD PLAN 308 9 2 a 5. 4 55 1 1 2. 5 CURB OPENING CATCH BASIN CRC STD PLAN 300, W=6.4 m (21') 9 2 b 2 . 0 3. 7 P 38 mm 450 mm RCP 9 2 c 0. 3 I JS No.4 9 2 0. 3 I MONOLITHIC CATCH BASIN CONNECTION CRC STD PLAN 308 9 3 a 0. 8 I MODIFY SIDE OPENING, CASE I, CRC STD PLAN 309 9 3 b 5. 4 55 1 1 2 . 5 CURB OPENING CATCH BASIN CRC STD PLAN 300, W=6.4 m (21') 9 3 c 2. 2 4. 8 P 38 mm 450 mm RCP 9 3 0. 3 1 1 I MONOLITHIC CATCH BASIN CONNECTION CRC STD PLAN 308 8 4 a 4 . 9 55 1 1 2. 5 CURB OPENING CATCH BASIN CRC STD PLAN 300, W=4.3 m (14') 8 4 b 2. 4 4. 0 P 38 mm 450 mm RCP X--- 8 4 c 0. 3 1 1 I JS No.4 8 4 0. 3 1 MONOLITHIC CATCH BASIN CONNECTION CRC STD PLAN 308 8 5 1 a 4 . 9 1 55 1 I 1 2. 5 CURB OPENING CATCH BASIN CRC STD PLAN 300, W=4.3 m (14') 8 5 b 10. 7 1 4 . 4 P 450 mm RCP 8 5 c 0. 3 1 JS No.4 8 5 0. 3 1 1 MONOLITHIC CATCH BASIN CONNECTION CRC STD PLAN 308 10 6 a 6. 7 55 1 1 2. 5 CURB OPENING CATCH BASIN CRC STD PLAN 300, W=8.5 m (28') 10 6 b 19. 5 4. 9 P 450 mm RCP 10 6 c 0. 3 1 JS No.4 10 6 0. 3 1 I MONOLITHIC CATCH BASIN CONNECTION CRC STD PLAN 308 10 7 a 3. 5 55 1 1 2. 1 CURB OPENING CATCH BASIN CRC STD PLAN 300, W=4.3 m (14') 10 7 b 2. 2 3. 7 P 38 mm 450 mm RCP 10 7 0. 3 I MONOLITHIC CATCH BASIN CONNECTION CRC STD PLAN 308 10 8 a 6. 6 1 55 1 1 1 2. 4 CURB OPENING CATCH BASIN CRC STD PLAN 300, W=8.5 m (28') 10 8 b 7 . 5 3. 8 P 25 mm 450 mm RCP X 10 8 0. 3 I MONOLITHIC CATCH BASIN CONNECTION CRC STD PLAN 308 10 9 a 8. 6 55 1 1 3. 6 CURB OPENING CATCH BASIN CRC STD PLAN 300, W=8.5 m (28') 10 9 b 19. 7 1 1 1 1 4. 2 P 900 mm RCP 10 9 c 4. 4 200 1 1 MH No.4 10 9 d 9. 2 4. 3 P 25 mm 900 mm RCP 10 9 e I . i I JS No.2 No. DESCRIPTION OF REVISION DATE CITY 10 9 0. 3 I MONOLITHIC CATCH BASIN CONNECTION CRC STD PLAN 308 APPROVED TOTALI 1 81 . 1157.2 128.9 12. 4 1 211.1 110951 3 1 9 1 I 1 3 1 3 1 3 1 2 1 i 1 I 1 5 1 I 1 9 1 1 CITY OF RANCHO CUCAMONGA QROfESS10 (N ) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. 4�Fy LEMON AVENUE STORM DRAIN M.A. KRAMAN ABBREVIATIONS E Z QUANTITIES W No. 44030 � DRAINAGE 25 - 25 mm EXTRA COVER 41 Exp. 6-30-05 38 - 38 mm EXTRA COVER CIVIL P - POSITIVE JOINT 44 (0)F CALI \' S - STANDARD JOINT APPROVED BY WTJ - WATER TIGHT JOINT PER CALTRANS HIGHWAY CITY ENGINEERDATE X UNDERGROUND SERVICE ALERT DESIGN MANUAL SECTION 853. 1 AND 853. 3 R.C.E. N0. 24953 ' CF - CONTRACTOR FURNISHED DESIGN PLANS PREPARED BY, RECOMMENDED - CLASS B Y u � " MO"ATT & NICHOL N Z Call: TOLL FREE CL ti E N G I N E E R S 0' SP - SPEC I AL DRAWN 415 N. Vineyard Ave, Suite 200 SHEET 1-800 lifrnia MSN Tel . (909)x937-01 25 91 764 14 OF 29 >I N w 422-4133 ALL DIMENSIONS ARE IN CHECKED Fax. (909) 937-01 99 DRAWING N0. N WORKTNGi DAYS WFOW YOU DIG METERS UNLESS OTHERWISE SHOWN. BYu ___ R.C.E. No. 4403 838 -q- TWO a FILE NO. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I i I I I STRUCTURAL SECTION EARTHWORK REF . SECTION LOCATION CLASS 2 ASPHALT REMOVE AND SALVAGE ROADSIDE SIGN SHEET TYPE AGGREGATE CONCRETE REF . LOCATION X BASE ( TYPE A ) SHEET ROADWAY EXCAVATION REF. LOCATION SIGN (m 3) (tonne ) SHEET 4 " LMW" 6 + 70. 000 TO 5 + 50. 000 149. 230 62. 1 79 (m 3) (EA ) ID " KL " 1 +05. 482 TO 1 + 1 5. 236 7. 959 2. 47 1 4 LEMON AVENUE 298. 460 5 LEMON AVENUE, SOUTH SIDE 1 5 " LMW" 5+50. 000 TO 4 +90. 000 101 . 986 42. 494 KLUSMAN AVENUE 13. 889 2� " AR " 27 +61 . 360 TO 27 + 91 . 778 190. 002 29. 090 5 LEMON AVENUE 203. 972 6 ' AR ' 27 +91 . 778 TO 28+ 10. 000 50. 166 7. 68 1 ARCH I BALD AVENUE 225. 628 " KL " 1 + 1 5. 236 TO 1 + 46. 000 31 . 803 9. 874 6 ARCH I BALD AVENUE 68. 600 KLUSMAN AVENUE 55. 500 TOTAL TOTAL 866. 049 X RESET ROADSIDE SIGN (METAL POST ) RELOCATE ROADSIDE SIGN (METAL POST ) REF. LOCATION SIGN REF. LOCATION SIGN SHEET SHEET ( EA ) ( EA ) 6 KLUSMAN AVENUE, SW CORNER 1 5 LEMON AVENUE, SW CORNER TOTAL 531 . 146 153. 789 TOTAL 1 TOTAL 1 X--- PAVEMENT DELINEATION THERMOPLASTIC TRAFFIC STRIPE PAVEMENT THERMOPLASTIC MARKER PAVEMENT REF. IOOmm 200mm 300mm ( RETROREFLECTIVE ) MARKING SHEET LOCATION DETAIL DETAIL DETAIL DETAIL IOOmm DETAIL DETAIL 300mm TYPE TYPE BLUE ARROW WORD 1 9 22 32 WHITE 38 38A WHITE D G (m) (m) (m) (m) (m) (m) (m) (m) ( EA ) ( EA ) ( EA ) (m 2) (m 2) 22 ARCHIBALD - 1162 180 4648 60 60 60 97 422 96 3 7 . 0 23. 4 23 LEMON 18 - 260 - - 30 - 78 36 5 2 2. 8 10. 0 SUB-TOTAL 18 1162 440 4648 60 90 60 175 458 101 5 9. 8 33. 4 X TOTAL 6328 150 175 564 43. 2 No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA �O Q�pFESS /04, l LEMON AVENUE STORM DRAIN 0 M.A. KRAMAN Z SUMMARY OF QUANTITIES v m wNo. 0 44 3 m 0 cr Exp. 6-31 05 CIVIL \' 4�f 0F' CAL i APPROVED BY CITY ENGINEER C DATE ��— X UNDERGROUND SERVICE ALERT R.C.E. NO. 24953 DESIGN PLANS PREPARED BY# RECOMMENDED V L K MO"ATT & NICHOL E N G I N E E R S N O Call: TOLL FREE DRAWN 4 1 5 N. Vineyard Ave. suite 200 SHEET (, 1-800 Ontario, California 91764 • MSN Tel . (909) 937-0125 24 OF 29 N Uj Uj 422-4133 ALL DIMENSIONS ARE IN Fax. (909) 937-0199 N CHECKED DRAWING NO. I METERS UNLESS OTHERWISE SHOWN. FILE N0. � J Two wonxn+o oars eEFoW YOU MGV L K R.C.E. NO. 4403 1630 0 FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I MINOR CONCRETE (MISC CONSTRUCTION ) REMOVE CONCRETE REF . CURB ( 152 mm) SIDEWALK SPANDREL LOCAL DRIVE (N ) CURB RAMP ( 102 mm) REF . LOCATION CURB & DRIVE SHEET LOCATION TYPE TYPE TYPE DEPRESSION APPROACH CT , TYPE SHEET SPANDREL GUTTER SIDEWALK APPROACH CRC- 8 SBC- 8 AI - 6 ( 1 02 mm) ( 203 mm) ( 203 mm) ( 1 52 mm) CASE C CRC (m 3) (m 3) (m 3) (m 3) 4 LEMON AVENUE (m 3) (m 3) (m 3) (m 3) (m 3) (m 3) (m 3) (EA ) ( EA ) 4 LEMON AVENUE 29. 48 20. 54 20. I I LT, " LMW" 6 +65. 000 TO 6+ 38. 990 2. 6 1 1 . 1 2 1 . 42 2 5 LEMON AVENUE 15. 88 18. 64 26. 98 2. 13 RT, " LMW" 6 + 1 0. 929 TO 5+ 50. 000 9. 95 19. 07 29. 48 1 . 42 1 6 KLUSMAN AVENUE 5. 1 9 7. 87 I 6 ARCHIBALD AVENUE 2. 84 3. 68 5 LEMON AVENUE LT, " LMW" 4 + 87. 200 TO 4 + 70. 000 1 . 58 1 . 46 0. 93 8. 1 6 1 . 69 2. 1 3 " LMW" 5 +50. 000 TO 4 + 70. 000 I I . 0 18. 60 3. 64 RT, 6 KLUSMAN AVENUE LT , " KL " I + 1 5. 236 TO 1 + 46. 000 0. 67 6. 26 4. 11 RT , " KL " I + 1 5. 236 TO 1 + 23. 400 0. 1 3 1 . 62 1 . 33 ARCHIBALD AVENUE X LT, " AR " 27 +91 . 778 TO 23 + 10. 000 1 . 1 1 3. 64 2. 21 SUB-TOTAL 45. 36 47 . 21 58. 64 2. 13 SUB-TOTAL 26. 25 2. 26 0. 93 58. 47 29. 48 15. 82 2. 13 2 2 TOTAL 153 . 34 TOTAL 135. 34 4 (N ) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. X--- STAGE CONSTRUCTION TEMPORARY REMOVE TYPE III TEMPORARY TEMPORARY CHANNELIZER TRAFFIC STRIPE TEMPORARY REF. LOCATION BARRICADE CRASH RAILING ( SURFACE MOUNTED ) (PAINT ) PAVEMENT THERMOPLASTIC PAVEMENT SHEET CUSHION ( TYPE K ) DETAIL DETAIL DETAIL MARKING TRAFFIC STRIPE MARKER MODULE 21 27B 28 ( EA ) ( EA ) (m) ( EA ) (m) (m) (m) (m 2) (m) (EA ) 15 LEMON @ ARCHIBALD 9 22 80 97 590 425 360 23. 4 921 82 16 LEMON @ ARCHIBALD 8 22 80 83 590 420 340 23. 4 402. 5 33 17 LEMON @ ARCHIBALD 7 18 LEMON @ ARCHIBALD 7 19 LEMON 0 ARCHIBALD 14 X 20 LEMON @ ARCHIBALD 24 SUB-TOTAL 44 160 180 1180 845 700 46. 8 1323. 5 115 TOTAL 69 44 160 180 2725 46. 8 1323. 5 115 No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA Q�pFESS/ONq O A LEMONVENUE STORM DRAIN N M.A. KRAMANrn SUMMARY OF QUANTITIES Z No. 44030 Exp. 6-30-05 s�4 CIVIL \� OF CAL% APPROVED BY _ CITY ENGINEER C DATE G� X UNDERGROUND SERVICE ALERT R.C.E. NO. 24953 DESIGN PLANS PREPARED BYs RECOMMENDED ` E N G I N E E R S p Call: TOLL FREE V L K MOFFATT � NICHOL O DRAWN 415 N. Vineyard Ave, Suite 200 SHEET i 1-800 Ontario, California 91764 MSN Tel . (909) 937-0125 25 OF 29 N w 422-4133 ALL DIMENSIONS ARE I NCHECKED Fox. (909) 937-0199 DRAWING N0. N TWO rar"rnc DAYS eEFaW .ou OM METERS UNLESS OTHERWISE SHOWN. in VLK - ----- /B � $ p R.C.E. N0. 4403 FILE NO. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS