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HomeMy WebLinkAbout1834-D fi " � IW' 5g+0 _ _ " DHt "�9� TO 20.5.= 6. 70 L 2. 6 0 6 0 CATCH BASIN No. I A 3. 658 RT ' H 1W" 59+058-._ 00: W= 8. 5 ( 28 ' ) V= 1 . 916 (6. 29 ' ) _ MH No. 4 A= 45° 00 ' 00" 2 _ CONSTRUCTION NOTES CASE " E ' M= 1 . 200 ( 4 ' ) H=0. 100 (4 ' ) C= 1 . 0 ( 3. 28 ' ) 2f -- -tNSTALL-- 450- m- f{-80 } --RCP X _.. 6. T06 RT ' H 1 W" 59+02. 600 ' DH 1 " 9+05. 50.5= ' DHI " 9+ 10. 2-0 = S DHi ' 9+ 10. 205 " F CATCH BASIN No. I B 25 32 3. 658 RT ' H i W 59`+b�}. 3t 0 3. 658 RT ' H I W" 59+05. 000 28 24 INSTALL 15'00 mm ' {60' 1 RCP LEMON ST 3. 658 RT H I W 59+05. 000 _6 _ _ . W= 8. 5 (28 ' ) - V=2. 103 (6 ' ) CONCRETE BULKHEAD _ MH No. 4 M= 4. 854 ( 1 5. 92 ' ) . . 90 MH No 4 A= 73' 54 ' 30" 28 " " � �P� 0, CASE E M= 1 . 200 ( 4 ) H=O. 100 ( 4 ) END PIPE X68 E= 2. 300 ( 7. 55 ' ) 25 CONST CURB OPENING CATCH BASIN OG/FG 1 C=0. 7 ( 2. 30 ) F• OG/ ,�� 0/6 L= 2. 800 (9. J 9' ) PER CITY STD PLAN 300 468 468 - 46 G 468 _ 468 r--=--L �'' (S�- CONST OL INLET 468 " 6 � p _. _ PER CALTRANS . STD PLAN- 02, 305 mm fl2 ) W �� 6� _ 0 _ WITH PROTECTION . BAR 102 mm (4") J ��0�' _ `9 _ _ r� 28 CONST MANHOLE Nb. 4 G 2 _ _ P � . � OQ - - . _ - _ . ._ . _ _ . .. . , .. _ . _ _ + . _. PER CITY STD -PLAN 321 . 203 mn) 32 CONST -CONC-RETE BULKHEAD 466 466 466 466 466 --""�-``-"` -' --- ------ - � PER DETAIL ON SHEET 21 (N) 466 J 203 m (8') S Q�, o = / * 0 � O w S=0. 2276 21 © LAT No. I A Z w 2 q 21 S=O. 5273 LAT No. 1B X 464 464 464 464 464 S=O 0050 _ _ 464 ' S=O. � 0050 � - �od,•�� S> r 29 462 462 SL=Z. 4a0 (7 87 ' ) SL= 122 397 { 401 56 ' ) 462 462 SL=10.317 (33.85 ) 462 46 _ SL ° 4. 052 ( 1 3. 10.060 (33.01 ) 3. 584 ( I 1 . r . �'6 � 2. 4. t�. } . _ _ . 122. 395 , (401 .56 ) _ . _ � . _. 450 mm (I8") RC 450 mm ( I 8 " ) RCP 1 500 mm (60" ) RCP 1 500 mm ( 60 " ) RCP LEGEND S=0. 0050 POTHOLE - NO. ' (SEE SHEET 22) ' DHI ' 9+07. 905 ' SDH I ' 9+ 1 fl 705 POTHOLE LOCATION PROFILE . ___, _.LATERAL NO *' iA _ PROFILE LATERAL N0 . 1B PROFILE DHI LINE SL SLOPED LENGTH HOR I Z 11200 HOR I Z 11200 __ HOR I Z - I e 200 VERT I = 50 VERT I : 50 VERT , I : 50 9+00 9+ 20 X--- NOTES: " DHI " 9+ 10. 205- I . EXISTING UTILITIES TO BE PROTECTED 8 �36 58RT I W" 59�0�5C� 000 IN PLACE UNLESS OTHERWISE SHOWN. No. 4 �IH =4 . 85 . 92 ' ) 3. FOR TRAFFIC SIGNAL LOOPS LOCATION, E=2. 300 ( 7. 55 ' ) SEE ELECTRICAL PLANS. L = 2. 800 ( 9. 1 9 ' ) 4. CONTRACTOR SHALL BE RESPONSIBLE 305 mm ( 12N W, CCWD 26 6. 706 LT ' H I W' 59+02. 600 FOR ADJUSTMENT TO GRADE 102 mm ( 4 " ) G, SCG CATCH BASIN No. I A 305 mm ( 120 ) W, FOR ALL WATER, SANITARY SEWER, W= 2. 1 ( 7 ' ) V= 1 . 916 (6. 29 ' ) CCWD AND STORM DRAIN WORK. 203 mm (8 ' ) S, CCWD CASE " E ' M= 1 . 200 ( 4 ' ) H=O. 100 ( 4 ' ) R/W-,A L u') 5. CONTRACTOR SHALL COORDINATE N WITH UTILITY COMPANIES FOR ADJUSTMENT TO GRADE FOR O ALL ELECTRICAL, GAS, TELEPHONE rn Go GI + AND CABLE TV FACILITIES. ern HIGHLAND AVENUE _ _ _ rnM CONTRACTOR SHALL BE RESPONSIBLE X • � TO CAP IRRIGATION DURING o " LAT No. I A 2I = w ".,H I W' LINE N -89° 32' 02 " E - _ _ o w WORK AND REPLACE IN KIND __ _ = UPON COMPLETION OF CONSTRUCTION. +Cdi0 58 + 20 58 + 40 58 +60 58 +80 9+00 24 Ln 59+20 N LLl W 00 ., S I . � In 24 Z w - cn © � q + 20 " DHI " LINE J 0 ADDED NOTES 5/06/02 O .� U No. DESCRIPTION OF REVISION DATE CITY APPROVED n2l AT a CITY OF RANCHO� C O CUCAMONGA �O QPpFESS /0� R/W " DHI " 9+0 5. 5 0 5= HIGHLAND AVENUE STORM DRAIN 32 3. 658 RT ' H I W" 59+00. 300 STORM DRAIN H M.A. KRAMAN - CONCRETE BULKHEAD Z rn Np, 44030 BEG PIPE PLAN AND PROFILE 49 EXP, 6-30-05 CIVIL STA 58+20. 000 TO STA 59+25. 000 CALI \' 25 6. 706 RT ' H I W" 59+02. 6OO APPROVED BY CATCH BASIN No. I B XCITY ENGINEER DATE W=8. 5 ( 28 ' ) V=2. 103 ( 6. 90 ' ) R.C.E. NO. 24953 UNDERGROUND SERVICE ALERT CASE " E " M= I . 200 ( 4 ' ) H=O. 100 ( 4 " ) DESIGN PLANS PREPARED BYs RECOMMENDED B Y u hilk,1@1 MOFFATT & NICHOL E N G I N E E R S N O Call:TOLL FREE 1-800 4 1 5Ontario,N Suite 200 SHEET o DRAWN 415 N. Vineyard Ave. 422-4133 PLAN BYU Tel . (909)CaliforniaX937-0125 91 764 12 OF 40 - w SCALE 1 e 200 ALL DIMENSIONS ARE I N CHECKED Fox. (909) 937-01 99 DRAWING NO. WWI METERS UNLESS OTHERWISE SHOWN. VLK R.C.E. NO. 4403 TW FILE NO. 3 -D O FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I l l l t l l l CONSTRUCTION NOTES DH 1 10+35. '400 28 -3. 65-8 RT- ` H I W" 62 +3�5 40D_ D REMOVE P LPE (PORT I bN) . . MH No. 4 M= 3. 280 ( 10. 76 ' ) 470 E_2. 300 ( 7. 55 ' ) E REMOVE INLET 470 _ _ _ �. 2: as . � . � _ X G ABANDON CULVERT 6 K REMOVE MANHOLE 610 mm ( 24 " ) SD r-- -- RU STREET ELECTROLIER (ABANDONED) .�,�-f- ---- O --_- TO 8E RESET 8Y 468 - ___� - ---- _ UTILITY COMPANY (N) 468 O N ELECTRIC E ) -- TELEPHONE O I PROTECT IN PLACE (N - --T I* 1 20 mm ( 88 ) W 1 ELECTRIC - I I (ABANDONED) + 21 1 NSTALL 450 mm ( 18 * ) RCP + l AlBANDONED 1 t - .__ .__ ._ _. _L #- - 0 I . - ELECTRIC INSTALL 750 mm (301 ) RCP N N _ N _ - 254 mm ( I ) W 466 I- --� I I 203 mm ( 8 4 ) S D-11 ( (ABANDONED) l I __-_-- --i' __-- ------` _ '-'-' 24 N T LL 5 6RCP . , 466 838 mm ( 33 ) SD-----_ ___.,� ._.__ __ 4TO BE ABANDONED) __ ..-_._ __ .__- Q mm Q w o ----- ------ � F- ------ _ 25 CONST CURB OPENING CATCH BASIN w w N , w W PER CITY STD PLAN 300 ____ n 203 mm (8 ) S _ 457 mm 418 ) SD G z cwn - `n 26 CONST OL INLET ,J ,\ PER CALTRANS STD PLAN D729 X 464 _ 1 L No. 8A LAT No. 8 PROTECTION ON -BAR i AT B U WITH 464 "-DJA " LINE 28 CONST MANHOLE No. 4 S-080050 LAT No. 3 LAT No. -4 N Q PER CITY STD PLAN 321 LAT Ido. 5 DAR 111 NE R N CONST JUNCTION STRUCTURE o. 4 24 R . CITY STD PLAN 333 . 7 2 m ( 0' <0� �� CONST CONCRETE COLLAR (TO BEA ANDONED) 05 c� 24 31 PER CITY ST PLAN N 462 _ . _ _ _ _ _ _ . _ : _ . _ _ _ _ _ ._ . _ _ _ _ _. _ _ _ : _ _ _ __. _ ti ,� . _ ti � _ _ L ( ) 34 CONST CATCH BASIN CONNECTION 352 (529. 37 ) PER CITY STD PLAN 308 SL= � 22. 37 (401 . 56 ,* ) SL = 16 I . ' 122. 395 (401 . 56 ' ) 161 . 350 (529. 36 ' ) LEGEND 1 500 mm ( 601 ) RCP 1 500 mm ( 60 " ) RC + POTHOLE N0: tSEE SHEET 22 ) DFS 1 10+33. "100 DH 1 10 35. 900 PROFILE bHl LINE _ POTHOLE LOCATION HOR I Z I-: 200 VERT I s 50 SL SLOPED LENGTH 9+40 9+60 9+ 80 10+00 10+20 10+40 NOTES= X--- SEE SHEET " 18 6. 706 LT " HIE" 62+28. 879 1 . EXISTING UTILITIES TO BE PROTECTED SEE SHEET 17 MATCH LINE ARM 1 1 + 30. 000 EXIST CATCH BASIN No. 8A 1 MATCH LINE " JA " 10 + 22 . 000 1 CASE" B" M= 1 . 200 ( 4 ' ) H=O. 100 ( 4 ' ) IN PLACE UNLESS OTHERWISE SHOWN. O 102 mm (4'), SCG-----4,,' W W2 W N N " ;„ " DH I " I 0+ 33: 100 3. FOR TRAFFIC SIGNAL LOOPS LOCATION, + 26 6. 706 LT; H I W 59+78. 600 ; G6 ;;; _ 3. 658 RT " H I W' 62+ 33. 100 SEE ELECTRICAL PLANS. 0 G3 CATCH BASIN 1 ; Z ;;; I ANGLE POINT D Z - W= 2. 100 ( 7 ' ) V= I . 117 ( 3. 66 ' ) T W 11� , �' " 01-11 " 10+35. 400= 4. CONTRACTOR SHALL BE RESPONSIBLE zz� W D CASE " E" M= I . 2 = 0 t " ) INLET 11� �� INLET 3. 658 RT " H 11N" 62+35. 400 FOR ADJUSTMENT TO GRADE E E -� ,,, + W6 INLET 28 N ; ` 4 M= 3. 280 ( 10. 76 } FOR ALL WATER, SANITARY SEWER, _ - - - 1 305 mm (12 ) W, CCWD , a ;;; MH No. z n E 1 , o fit , f - I F-= 2. 300 ( 7. 55 ' ) AND STORM DRAIN WORK. TEMPORARY 76 mm (3') G, SCG ' ' +� ��1 �D MA HOLE :-R 1 L=2. 800 (9. 1 9 ' ) rn POLE, SCE .J - E�1 450 mm 5. CONTRACTOR SHALL COORDINATE R/W ATV, CHTR W4 ,Y � E �_� � ELECTRIC, SCE _ G ( 18 " ) RCP WY- CATV, HTR WITH UTILITY COMPANIES FOR 5 tC) �, W a o �\ �, .. ' �\ `�� _ - ADJUSTMENT TO GRADE FOR O Q = � G - o ; ___ R/W O ONE N z ,- _ , T2 T ALL ELECTRICAL, GAS, TELEPHONE v . �. .. # , 34 �, AND CABLE TV FACILITIES. O ''r' --- =- - M T6 00 , I I E2 , : - t � �-�.._._ . ��'-r. - _ . _ _ O 6. CONTRACTOR SHALL BE RESPONSIBLE 00 ^ L+ TO CAP IRRIGATION DURING N � w3 ��__ 0 � HIGHLAND AVENUE TI TVI a D ; ; , � _ + - Z % v----------------------------------- ---- , , W5 o WORK AND REPLACE IN KIND X - G2 G - LAT No. 4 LAT No. SA - 23 rM v �- S2 0 " G4 21 , S`EE SHT No.J 0 ,� UPON COMPLETION OF CONSTRUCTION. w = o H I W LINE N 89032 ' 021E SEE SHT No. .1 9 ' ' , , T5 , ' = 0 o D i r ' H I E" LINE = w 7. STORM DRAIN TO BE ABANDONED BY (n - + 59+60 Ln 30 59+8 3I ' i 24 59 00 ^ �o N S3 , o = OTHERS, SEE CALTRANS PLANS FOR '1' w • " S6 �► W9,-'62+ 20 N 89 40 45 E �, -�62+40 24 (n ROUTE 210 MAINLINE, CONTRACT No. 08-443214, Z Lo N v -- w w DRAINAGE YS E N . 713 uj _j 9 + 40 " D H I " LINE _ " 9+ 6 0 L A T No 3(2 1 + $ D i 10+00 i f' z V) �i ADDED NOTES AND TEMP POLE 5/06/02 30 d , , 10+20 10+ 40 v #4 44 4 RU I 1 , E3 J No. DESCRIPTION OF REVISION DATE APPROVED 77 a 21 CITY OF RANCHO CUCAMONGA �_ � a,,�,0, K SD EE SHT No-19 �o QPOFEss 10ti ` R/W o ' p -' Q0 MA N H 0 R/W HIGHLAND AVENUE STORM DRAIN Q 6. 706 RT " HIW 59+72. 200 ;" `I.O � 5 - + y M.A. KRAMAN yc 25 CA H BASIN No. 3 ,'�P�� �'' rn SEE NOTE 7 `� " " STORM DRAIN W= 2. 1 00 ( 7 ' ) V= . 103 (6. 90 ' ) 54 4�' �O' P ��?-' ,,� - 6. 706 RT HIE 62+31 . 700 25 PLAN AND PROFILE W No. 44030 m � � � 6-30-05 CASE " B" M= 1 . 200 ( 4 ' ) H=O. 100 ( 4 " ) 1 = z CATCH BASIN No. 8B Exp.CIVIL I V I L " DH I ' 9+80. 205= /��o -� -� W= 3. 0" ( I 0 ) V=2. 430 ( 7. 97 ' ) " STA 59+25. 000 TO STA 62+50. 000 CASE B M= 1 . 200 ( 4 ) H=0. 100 ( 4 ) � CAL, \' 3. 658 RT " H I " 59+75. 000 1 ZE TELEPHONE, VZN APPROVED BY ANGLE POINT � a 254 mm CIO"l W, CCWD CITY ENGINEER DATE X 203 mm (8') S. CCWD i ,� Q R.C.E. NO. 24953 UNDERGRDUND SERVICE ALERT ABANDONED W CCWD DESIGN PLANS PREPARED BYE RECOMMENDED SEE NOTE 7 MATCH L I NE " ARM„ 10 + g LECTRIC SCE BYu MOFFAIT �EJIC R S N 6 Call:TOLL FREE 5 . 0 0 Q ELECTRIC SEE SHEET I $ � DRAWN 415 N. Vineyard Ave, Suite 200 SHEET o N 1-800 ( ABANDONED) PLAN Ontario, California7-015 91764 422-4133 BYU Tel . (909) 937-0125 13 of 40 - W SCALE 1 = 200 ALL DIMENSIONS MENS I ONS ARE I N CHECKED Fax. (909) 937-0199 DRAWING N0. o Ir ,w vaecmc oars WF°W rau METERS UNLESS OTHERWISE SHOWN. VL K R.C.E. NO. 4403 183q_ D O a oic FILE NO. J FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I 1 I 1 1 1 I 470 -_-- NOTES _i -�_-- ,.... 470 OG _ -` 1 , EXISTING UTILITIES TO BE PROTECTED �.---- IN PLACE UNLESS OTHERWISE SHOWN. - _ —�—_ 3. FOR TRAFFIC S i GNAL LOOPS LOCATION, _ O SEE ELECTRICAL PLANS. lI 0 o lI 468 _ _ _ - _ __ _ __ _ _ _ _ 4. CONTRACTOR SHALL BE RESPONSIBLE 468 : o • FOR ADJUSTMENT TO GRADE + FOR ALL WATER, SANITARY SEWER, + AND STORM DRAIN WORK. MO - - — --------`�`—�`-- - --------`-- i 203 mm ( 8 " ) S = 5. CONTRACTOR SHALL COORDINATE = w WITH UTILITY COMPA'N I ES FOR UJ w _ ADJUSTMENT T RA FOR 466 � 0 GRADE 0 466 = d v' ALL ELECTRICAL , CAS, TELEPHONE w w AND CABLE TV FACILITIES. wUj W Z `n Z _ _ . � - 6.- CONTRACTOR SHALL BE RESPONSIBLEUl) TO CAP IRRI-GATION DURING 2 WORK AND REPLACE IN KIND X 464 UPON COMPLETION'ON' OF CONSTRUCTION. U � 464 S='O. 0050 462 24 46 61 . 350 ( 529: 36 ' l �� 1500 mm ( 601 ) RCP PROFILE - bH1 "L1NE , HOR I Z 1-= 200 VERT 11 50 10+60 10+ 80 11 +00 11 + 20 11 +40 11 +60 X--- CONSTRUCTION NOTES RU STREET ELECTROLIER TO BE RESET BY UTILITY COMPANY (N) 24 INSTALL 1 500 mm (60" ) RCP LU LECTRIC, SCE ABLE TV, CHTR TELEPHONE, VZN LEGEND _ a � 50 mm (2 ), SCG -. ARL TV, CHTR - m O POTHOLESEE SHEET 22 ) O - _ 305 mm (12`) W, CCWD �.. R/W O N0. o R1 - 0 203 mm 0) S. CCWD O POTHOLE LOCATION UnCo - - - r O _. -..-. re) - _ SL SLOPED LENGTH � o + M _ ov w = 6 ' HIGHLAND AVENUE 0 T V) _ " HIE ` LINE N -59" 40' 45" E,Ld w W z 62 +60 � 1 62 + 80 63 +00 24 63+20 S7 3+40 63+60 _ `�' (n _ � .�. cD N � W W _ Z w —J �- M N + 11 +40 I I + 60 M J 0 ADDED NOTES AND RELOCATED GAS LINE 5/06/02 _ 10+60 10+ 80 DHI LINE 11 +00 11 + 20 No. DESCRIPTION OF REVISION DATE CITY = APPROVED �- U a r- CITY OF RANCHO CUCAMONGA � a O QRpFESS'0N�( RAW R/W HIGHLAND AVENUE STORM DRAIN ABANDONED M.A. KRAMAN #4068055E RU 102 mm (4") G, SCG #4068054E RU STORM DRAIN No. 44030 PLAN AND PROFILE � Exp. 6-30-05 � � . ,S, CIVIL \' STA 62+50. 000 TO STA 63+70. 000 OF CALI APPROVED BY CITY ENGINEER DATE R.C.E. N . 24953 X UNDERGROUND SERVICE ALERT DESIGN PLANS PREPARED BYE RECOMMENDED B Y U bl" MO"ATT & NICHOL Call: TOLL FREE E N G I N E E R S (\j o 1-800 PLAN DRAWN Ontario,Vineyard415 N. Ca l i forn i 91 764e 200 SHEET I 422-4133 BYU Tel . (909) 937-0125 14 OF 40 - ' ALL D I MENS I ONS ARE I N Fax. (909) 937-0199 cr SCALE I s 200 METERS UNLESS OTHERWISE SHOWN. CHECKED DRAWING NO. L TWO WORK ; o*rS WFOW YW OM V L K R.C.E. NO. 44031 -.183 T- D O -' FILE N0. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS 1 1 1 1 1 1 1 1 1 i " DNI " 1 1 +98. 100= Q 3. 658 RT " H I E0 63'+98. 109 _-@ MH No. 2 w/ SAFETY LEDGE v �9� M=6. 283 (20. 61 ' ) ���-- OG -NOTES 470 X 1 . EXISTING UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE SHOWN FOR TRAFFIC S I GNAt t�Q ON, O O SEE ELECTRICAL PLANS. 0 O 4 0 4 468 _ _. _ -_ _ _ _ . _. _ ._ ._ _ .. .- . _ 40 ,,.. CONTRACTOR SHALL_ BE RESPONSIBLE __ o FOR ADJUSTMENT TO GRADE + 33 a FOR ALL WATER, 'SANITARY SEWER, — AND STORM DRAIN WORK. _ 5. CONTRACTOR SHALL COORDINATE w o = F- WITH UTI-L I TY COMPANIES FOR 466 _ ___ _ ___ `�'low ADJUSTMENT TO GRADE FOR 466 _ _- _ .. _ . . __� ..__. _ _ _ . _r - _. _ ALL ELECTRICAL, GAS, TELEPHON1E w w AND CABLE TV FACILITIES. LU zb w 'CONTRACTOR SHAD- BE RESPONSIBLE _j TO CAP , IRRIGATION DURING WORK AND REPLACE 1N KIND X 464 v _ _ _ UPON COM�PLET -I ON OF CONSTRUCTION., 464 QrT Q . _ =0. 0050 . _ 4 62 0.0-50 _ _ : _ - u 2 4 7__� �6'�., L = I I . 352 X529. 37' ) SL-= 181 ' '36-0-1-529.40"T- 16 360 ' X529. 40, ) : 1 C 1 350 (529. 36 ' ) 161 : 358 ( 529. 39 '`) 460 1 500 mm (60" ) CP 1500 mm ( 60 " ) RCP 460 -DH 1114-9 7. 250 DH 1`1 14-98'a 9'50 PROFILE - " DHILINE HOR I Z 1-= 200 VERT I = 50 11 + 80 12 +00 12+20 12 + 40 12 +60 12 +80 x--- CONSTRUCTION NOTES STREET ELECTROLIER TO BE RESET 1 BY UTILITY COMPANY (N) ELECTRIC, SCE 24 INSTALL 1 500 mm (60" ) RCP TELEPHONE, VZNAl CONST MANHOLE No. 2 TV TR __ _ _ _ _ _ _ _ _ _- _ _ 27 PER CITY STD PLAN 319 50 mm (2") G, SCG O R/W _ 305 mm (12") , CCW�D R/W O 33 CONST MANHOLE SHAFT SAFETY LEDGE O - 0 PER DETAIL ON SHEET 20 O ^ LEGEND - .. �.� LII, TS O ... . .- - - -. _..-.. ._. -...... _..-- ..t i ♦ t 1 - - _ _ • r� C3 rn SL SLOPED LENGTH X w _ o .. HIGHLAND AVENUE - w_. = p I H I L f LINE N 89040 ' 45" E = w LLJ cc ujW 63 +80 24 64 +00 64 +20 24 64 + 40 64 +60 � N 64 +80 00 , = v' LTJ Z W N L[) UJ Lel V) - v (n J - - o� `i' 1 + 80 —T2 +00 " D H I " LINE 12 + 20 12 + 40 12 +60 12 + 80 `� _J Q ADDED NOTES AND RELOCATED GAS LINE 5/06/02 CITY U No. DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA Q pFESSI N R/W <w -.. � �` ABANDONED #4068052E R/W HIGHLAND AVENUE STORM DRAIN RU M.A. KRAMAN �zz " DH I " I 1 +98. 100- 102 mm (4') G, SCG STORM DRAIN rn 3. 658 RT H I E 63+98. 100 i�Io, 44030 MH No. 2 w/ SAFETY LEDGE 27 33 PLAN AND PROFILE # Exp, 6-30-05 C I V I L #4068053E RU STA 63+70. 000 TO STA 64+90. 000 cAl _ -- APPROVED BY CITY ENGINEER DATE — 01 X UNDERGROUND SERVICE ALERT R.C.E. NO. 249 _ 53 DESIGN PLANS PREPARED BYe RECOMMENDED B Y U � MOFFATT & 1vICHOL Call: TOLL FREE , ; ' E N G I N E E R S N O DRAWN 415 N. Vineyard Ave, Suite 200 SHEET 1 0 1-800 PLAN B Y LJ Ontario, California 91764 _ 422-4133 SCALE 1 : 200 Tel . (909) 937-0125 15 OF 40 w ALL DIMENSIONS MENS I ONS ARE I N CHECKED Fax. (909) 937-0199 DRAWING N0. I TW DAYS I� YW METERS UNLESS OTHERWISE SHOWN. VLK R.C.E. NO. 4403113 3q- N D L FILE N0. 0 J FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I i I " DH 1" 13+60. 308 658 RT " H 1 �" 65+6b. 308 . . 470 �. .� O(E�3 40 — ----_— IN __. _ . RCP J0 5.00 mm T _ _ . ,— X BEG PIPE MOTES= — 1 1 . EXISTING UTILITIES T0- BE PROTECTED IN PLACE UNLESS OTHERWISE SHOWN. 468 0 1 1 468 30- FOR TRAFF t C S t GNAL LOOPS LCAT t ON, 0 SEE ELECTRICAL PLANS. ce _ 1 ( _ _ . _ _ _ .. ._ .._ . _. , _ . _ . _ _- .. _.__ . _ 4 CONTRACTOR SHALL BE .RESPONSIBLE FOR ADJUSTMENT TO GRADE _ 1 i _ FOR ALL.: WATER, - SANITARY SEWER, R, _ 466 _ 466 AND STORM DRAIN WORK, 1 1 N = � � 5. CONTRACTOR SHALL COORDINATE w Z _ _ WITH UTILITY COMPANIES FOR w ADJUSTMENT TO GRADE FOR V) _ ___ _ — 1 � _ . ALL ELECTRICAL. - GAS, TELEPHONE AND CABLE TV FACILITIES. . X 464 z _ � � - 464 . - 6.- CONTRACTOR SHALL-- BE RESPONSIBLE TO CAP IRRIGATION DURING WORK AND REPLACE IN KIND UPON COMPLETION OF CONSTRUCTION. 1441 462 _. _ _ . _ 1 1 �� 462 'S=Q. 0050 ---------- _SL = 16 T . 36-0 (529. 40, ` 161 . 358 ( 529. 39' ) 460 1500 mm (60" ) RCP � �'�L`�c' ` ` 460 . _ _ _ _ _ � , Fj � PROFILE - DHI LINE HOR I Z - I : 200 VERT I : 50 13+00 13 +20 13+40 13+60 x--- CONSTRUCTION NOTES � F REMOVE TIMBER BULKHEAD � - ; ► RU STREET ELECTROLIER TO BE RESET . - p r BY UTILITY COMPANY (N ) Q 203 mm (8") S, CCWD J+ 24 INSTALL 1 500 mm (60" ) RCP ELECTRIC, SCE \ J O �► ;� 31 CONST CONCRETE COLLAR 50 mm (2") G, SCG .""1 TELEPHONE, VZN PER CITY STD PLAN 329 .CATV, CHTR _ 305 mm (12") W, CCWD ' \ `\ 0 R/W _ \, Riw LEGEND O , \ ` SL SLOPED LENGTH s . CO i . fM O rn . Oma. HIGHLAND AVENUE w = o " HIE" LINE -, N 89, 40 .5. E _ V) _ ` \ w co 65 +00 65+ 20 65 +40 24 65 +60 65+ 00 664 LLI N Ln - --}---------- ILLI . — r. rn ■ __ --i---s ---------,moi _..:.—..�--•rp4— —____—tea _—_ -- — � \ � v �� 1 3 +00 13 + 20 " DHI " LINE 13 + 40 13 r I. '�` ` ADDED NOTES AND RELOCATED GAS LINE 5/06/0 U 1 ` No. DESCRIPTION OF REVISION DATE CITY APPROVED Q , CITY OF RANCHO CUCAMONGA W QPpf ESS 10N �o ,� R/W ABANDONED " " _ ! `•� HIGHLAND AVENUE STORM DRAIN DH 1 13+60. 308 I 102 mm (4*) G, SCGI .\ H M.A. KRAMAN z F 3 I 3. 658 RT " HIE" 65+60. 308 i I �� �`�� STORM DRAIN rn *4068051E RU JOIN 1500 mm RCP I � '\, 44030 1 END P 11'E PLAN AND PROFILE Exp. 6-30-05 I 1 \ ` ` ✓ CIVIL * ; i ` `,px STA 64+90. 000 TO STA 66+00. 000 14 0 OF CALIr"' i ��` `. `�;� APPROVED BY _ CITY ENGINEER DATE �- ` R.C.E. N0. 24953 X UNDERGROUND SERVICE ALERT I ! I \� \ DESIGN PLANS PREPARED Bye RECOMMENDED I `• '\ B Y uhif_"� 'NENGMO"ATT &NICHOL Call: TOLL FREE I I ` , I NEE R S 0c\l o 1-800 PLAN Ontar I o, y S7 I to 200 SHEET - DRAWN 415 N. V I ne and Ave. I Vn BYu Tel . (909)a937-0125 91764 16 OF 40 — 422-4133 ALL D I MENS I ONS ARE I N Fax. (909) 937-0199 O SCALE 1 : 200 CHECKED DRAWING NO. I ' a%" METERS UNLESS OTHERWISE SHOWN. - 11 N VLK R.C.E. No. 4403 I FILE NO. ! 3q_D O FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS 1 1 1 1 1 1 1 1 1 t DJA' 04146 344 _ 63$ ' RT * " JA" 10* ( 0. 764 5. �- 29 4$6 ' L�` JA 10+ 4. 00 25 o / N JA 0+ 17 D . `829 N A- CATCH BASIN N N A ` _ _ _ _ __ _ _ J a, 2 60 00 00 _ _ _ _ C TC B No. 2A2 _ _ __ _ __- ._ _ _ _ 3. 638 �RT " JA". 10+ 4�3 29 X C- I . 00 ( 3 ' ) W= 8. 5 - (28 ' ) V-2. 890 (9. 48 ' ) S , DJA ' Q+QO. 000 - CASE ' E ' M= 1 . 200 ( 4 ' ) H=0. 100 ( 4 ' J No. 2 A=450001000 - DH I ' 9+49. 000 C = 1 . 00 ( 3 ' ) 3. 638 RT H I W� 59+ . T85 -5. 486,-.tT JA 10+ 6: 3�._ 5. 6 11` . JA ( ( + 148 0 29 JS No. 2 A=45000 ' 00 " DJA 0+ 19. 580 CATCH BASIN No. 2A i 2 CATCH BASIN No. 26 25 C= 1 . 00 ( 3 ' ) 3. 658T " JA ` 10+ 14. $ I 32 : .` �� W= 8. 5 ( 28 ' ) V=2. 208 ( 7. 24 ' ) 9 W=8. 5 (28 ' ) V-2. 1 19 (6. 95 ' ) CONCRETE BULKHEAD -AVE , 4� N N " _ � _ " JAoE 1 T� AVE. o ,� CA E M= 1 . 200 �a � -H=0. 100 ( 4" ) 8 ._ _ CASE � M 1 � 210 (4 � � o. 100 -c 4 ) HIGHLAND AVE END PIPE � 468 19 OG/ G _+` 468 468 �- -- +- --� 468 468 468 --- ,� - OG/FG - OG/FG 305 mm ( I 2 ' ) W TELEPHONE/ (TO BE RELOCATED) 16 TV R `**- CATV, CHTR Al (A A DONE ) (, CATV B D 203 mm (8 ) W 51 mm 2 " ) G ? G (TO BE RELOCATED) 466 ( 0 E RELOCATED 466 466 466 466 466 r 203 mm (8 ) I 96 ". 203 mm (8 ) S LAT No.- 2A 1 . LAT No.. 2� X 4 _ S sS 21 S=0. 0500 21 S=0. 5918 0. 03 81 . g6. 96, 21 464 5 �, 464 464 464 464 464 96, 23 0 �' 6`. = 6 ) 41 ) 4 ( 1 I . 3 56 (8. ti SL-10.275 (3 3.71 ) SL 3. 60 SL 2. 2 10.232 (33.57 ) 3. 600 '_ 0 1 . 81 2. 205 (7. 23., SL= 18. 960 (62. 07 ' 450 mm (18") RC 450 mm ( 18 * ) RCP 450 mm ( 18N ) RCP 18. 906 (62. 03 ) 46462 462 462 462 462 7 mm ( 0 ) RCP _ _ j PROMLE - ' DJA LIFE _ IbFIL - LATERAL N0 . 2A - ROFItEvATER`AL 4-- t 2B HOR I Z I s 200 HOR I Z I s 200 HOR I Z -1 : 200 VERT I : 50 VERT I s 50 VERT 1 : 50 ___ 5. 486 LT ' JA' 10+ 14 . 30o CONSTRUCTION NOTES X--- CATCH BASIN No. 2A2 25 NOTES: W= 8. 5 ( 28 ' ) V=2. 890 ( 9. 48 ' ) -- 1 . EXISTING UTILITIES TO BE PROTECTED + CASE . ' E " M= 1 . 200 ( 4 ' ) H=0. 100 ( 4 " ) IN PLACE UNLESS OTHERWISE SHOWN. 21 INSTALL 450 mm ( 18 ' ) RCP rQ 5. 486 LT " JA " 10+26. 400 3. FOR TRAFFIC SIGNAL LOOPS LOCATION, 23 INSTALL 750 mm (30' ) RCP 25 SEE ELECTRICAL PLANS. 76 m (3') G, SCG- CATCH BASIN No. 2A I ` /i 1 W- 8. 5 ( 28 ) V- 2. 208 ( 7. 24 ) 25 CONST CURB OPENING CATCH BASIN PER CITY STD PLAN 300 + CASE " E" M= 1 . 200 ( 4 ' ) H-0. 100 ( 4 " ) 4. CONTRACTOR SHALL BE RESPONSIBLE r\) Z FOR ADJUSTMENT TO GRADE 29 CONST JUNCTION STRUCTURE No. 2 PER CITY STD PLAN 331 Za 305 mm (12') W, CCWD FOR ALL WATER, SANITARY SEWER, AND STORM DRAIN WORK. 32 CONST CONCRETE BULKHEAD PER DETAIL ON SHEET 21 ( N) 52 (160) Wr CCWD W2 5. CONTRACTOR SHALL COORDINATE R/W WITH UTILITY COMPANIES FOR DJA " 0+07. 580 = X11 �, _. _ _ ADJUSTMENT TO GRADE FOR LEGEND 3. 658 RT ' JA ' 10+02. 84 1 Z ALL ELECTR I CAL, GAS, TELEPHONE EC � 0S2 ' AND CABLE TV FACILITIES. POTHOLE NO. ( SEE SHEET 22 ) " DJA" 0+02. 1 -00. = LAT N A 2 2. 154 RT " H 11N" 59+42. -31.0 _ � 6. CONTRACTOR SHALL BE RESPONSIBLE X BC E AVENUE M TO CAP IRRIGATION DURING POTHOLE LOCATION + TV3 T 29 'r G3 •� A D E WORK AND REPLACE IN KIND ' ' JA " LINE N 0° 1 9 1 3" E UPON COMPLETION OF CONSTRUCTION. SL SLOPED LENGTH ' DJA ' 0+00. 000 = ' DHI09+49. 000 = 1 00 W3 29 10+ 20 10+40 7. FOR REMOVALS AND ABANDONMENT, Ln 3. 638 RT " H I W" 59+43. 785 32 SEE SHEET No. 13. + 21 LAT N6. 213 -- a tn J A - < (n �- 0 ADDED NOTES 5/06/02 CITY G2 \-76 mm (3') G, SCG No. DESCRIPTION OF REVISION DATE APPROVED 29 23 _ r - CITY OF RANCHO CUCAMONGA o Q�OFESS/OA, ,�/ - R/W \-C" DJA" 0+ 19. 580 ATV, CHTR HIGHLAND AVENUE STORM DRAIN 3. 658 RT " JA " 10+ 14 . 841 32 STORM DRAIN h M.A. KRAMAN = ; CONCRETE BULKHEAD 44030 END PIPE PLAN AND PROFILE Exp. 6-30-05 s, CIVIL - CURVE DATA JADEITE STREET +r� + ; 5. 486 RT " JA" t 0+ t 4. .300 - AF �I i 25 APPROVED BY _ O CATCH BASIN No. 2B No. LINE R T LDATE i W= 8. 5 ( 28 ) V=2. 119 (6. 95 ) CITY ENGINEER � �� � R.C.E. NO. 24953 X UNDERGROUND SERVICE ALERT OI " DJA ' 6. 858 450 47 ' 1 1 " 2. 668 5. 480 DESIGN PLANS PREPARED BY+ RECOMMENDED '' CASE " E " M= i . 200 ( 4 ' ) H=O. 100 ( 4 " ) L, B Y ubitjMOFFAIT & NICHOL Call: TOLL FREE SHEET O - E N G I N E E R S N o PLAN A N DRAWN 415 N. Vineyard Ave, Suite 200 S EE Ln 1-800 BYU Tel . r(909)a937o01 25 rnla 91 764 17 OF 40 w 422-4133 SCALE I : 200 ALL DIMENSIONS ARE IN CHECKED Fax. (909) 937-0199 DRAWING N0. 0 METERS UNLESS OTHERWISE SHOWN. VLK N TWO wo"xnc onrs rou o�c R.C.E. N0. 4403 I$3L}_D O -a' FILE N0. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I DAR10+00.000ti F . DH 1 I 0+09. 5. 243 RT ARM' I 1 +02. 7 'NOTES 30. . ._ _ 1 . . EXIST 1 M UTILITIES TO BE 'PROTECTED . 1_N. 'LACE UNLESS _ XJS N0. 4 A= 88° 25 ' 35 " 12. 370 RT ' ARM' 10+84. 734 26 _ OTHERWISE SHOWN. . CATCH BASIN No. 5 W=4. 3 ( 1 4 ) V=2. 401 (7. .88 ) r _ _ __.. _ ,._ _. . . ._.. _.. :. . _ .. 3. . FOR. . TRAFFIC SIGNAL L-OOPS LpCAT.1 ON. , SEE .ELECTRICAL PLANS. ._._. CASE B' M= 1 . 200 ( 4 ' ) - H=O. 100 ( 4 " ) . 4. x`70 IST " ARM" I I + i 8 C4 4. CONTRAOTOR � SHAL-L � BE RESPONSIBLE FOR ADJUSTMENT TO GRADE DH I ' 9+96. 000= EXIST MH FOR ALL WATER, SANITARY SEWER, AND STORM DRAIN WORK. . �. -1­90.-781 4. 297 RT N.�I W �9 JS No. 4 A = 87048 " 1 3 " 30 OG-/FG -�''� 5. CONTRACTOR SHALL COORDINATE WITH UTlL1TY COMPAN 1 ES FAR I 'I ADJUSTMENT TO GRADE FOR ALL ELECTRICAL, GAS, TELEPHONE 468 �� 468 - _ 468 `-+ "� C ' TR 46$ _ AND CABLE TV FACILITIES. 1 ELECTR I`�C ABAN QN D . . .- �� 9.9 OG/FG �..y_ i,A 305 mm _ ( 1 2 ' ) W I 6. CONTRACTOR :SHALL BE RESPONSIBLE BLE TO CAP IRRIGATION. � � :DURING _ - 10 mm (�41 > SD 1 1 LAT No. 7 WORK AND REPLACE IN KIND UPON COMPLETION OF CONSTRUCTION. - " LE ELECTRIC 7. FOR REMOVALS AND ABANDONMENT NOT SHOWN, SEE SHEET No. 13. ELECTRIC 203 nnnn ( 8 ) S �- 466 (ABANDONED) 466 466 1 1 -�-�"� 6 466 `8. STORM -DRAIN TO -BE ABANDONED BY OTHERS, LAT No I mm 4 SD �p - SEE CALTRANS PLANS FOR ROUTE 210 MA 1 NL�I'-NE ..... n (ABANDONED) ^� y�j-_yrs 6` CONTRACT Na. 08-443214, DRA i NAGE SYSTEM No. X _ 762 mm (30' ) SD (TO BE ABANDONED ,, J/ z o. a 464 574 464 464 22 464 21 - LEGEND ' SL 18 796 (6 I 67 ) SL 15. 0 5 149"."45 ) . .462 � 1841' 765 (61 : 56 '' ) 462 462 - I4 8 7 (48 74 ) _ 1462 450 mm ( 18 " RCP 600 mm ( 24 " ) RCP POTHOLE 1�0, fS€E 51�tEET 22) PROFILE LATERAL NO . � - PROFILE " DAR " LINE POTHOLE L©CATION -:. __- _ _ _ v HOR I Z I = 200 _;_ HOR1Z 1': 200. VERT- 1 .150 _ - VERT 1150 _ a SL SLOPED LENGTH -Al : 1 2. 370 RT " ARM" 10+84. 734 SEE NOTE 8 " X--- 26 10. 886 LT " ARM' I 1 + 24. 892 CONSTRUCTION NOTES CATCH BASIN No. 5 = W- 4. 3 ( 14 ' ) V - 2. 401 ( 7. 88 ' ) S4 - EX CATCH BASIN No. 6B CASE " B' M= I . 200 W H=O. 100 ( 4 " ) CASE ' E" M= I . 200 ( 4 ' ) H=O. 100 ( 4 " ) ` _ o' =T D REMOVE PIPE (PORTION) to ,�-- ------ - ` Y , 1 O. 963 LT ' ARM" I I +33. 307 21 INSTALL 450 mm ( 18' ) RCP �03 mm (8') S CWD CATCH BASIN No. 6A , 25 \ - W=4. 3 ( 14 ' V=O. 918- 13. 0 34 22 INSTALL 600 mm ( 24 ' ) RCP \ Z CASE ' E' M= 1 . 200 ( 4 ' ) H=O: 100 ( 4 ' ) R/W I ` 0° 24 INSTALL 1 500 mm (60' ) RCP �_� �.�w CONST CURB OPENING CATCH BASIN 10. 878 LT ' ARM" 10+8 . 569 I N r � .. r- ----- 25 21 LAT No. 5 _ Z 4 _ F,--+ PER CITY STD PLAN 300 BC - 6 D N m C _ ,: . . _ 26 CONST OL INLET PER CALTRANS " + � `•b` r� 2 I LAT N . 6 c> STD PLAN D72, WITH PROTECTION BAR S5 8. 748 LT ARM 10 90. 508 30 �. EC 1 �� �-9\ - G6 N N o 29 CONST JUNCTION STRUCTURE No. 2 A R (r � -9� O " _ 102 mm (4 ) G, SCG PER CITY STD PLAN 331 HIBALD AVENUE SEE NOTE 8 '1'p�� LAS' No. 6 1 DAR 0+ I bN 050N _ �' � ��� 770 RT ARM 11 + 18. 64 30 CONST JUNCTION STRUCTURE No 4 " ARM" LINE N 3° 42 ' `,o. 'L •� o SEE SHT -Np. 19 2 4. 27. 5 " E J Fp,,S` EXIST MH � - PER CITY STD PLAN 333 X l 0+60 � .o s6 31 _ ARCI�IBALD AVENUE. .. 10+80 " N - CONST CONCRETE COLLAR 1 - -",AR ! LINE N 0 47 27 .E AR LINE_ N 0 19 47 E 3 I PER CITY STD PLAN 329 (N 23 +20 23 + 40 23 + 60`, I a� 29 + 80 1 + 0 24 +00 I +40 34 CONST CATCH BASIN CONN CTION \`� 0 \ . � 1 " 610 mm (24") RCP 1 PER CITY STD PLAN 308 22 DAR IN 29 2:03 mm (8 ) S, CCWD - ___ --__ ------ ---------------------- ADDED NOTES 5/06/02 SD MA HOLE LAT N 7 0 \ - 2-1 203 mm (8') W. CCWD No. DESCRIPTION OF REVISION DATE CITY -SEE, S T No. 19 N APPROVED W5 E2 T2 TV2 CATV, CHTR Ui o W9 A QROI ESS,o� T5 . - -- TELEPHONE,. VZN -'" k _ _. _ +`�. ✓ ,r __a ; , t` `' ELECTRIC, SCE.. HIGHLAND AVENUE STORM DRAIN H M.A. KRAMAN = - d5 ` T 3 T STORM DRAIN 44030 ,i + +� SEE - ` ,�� 5 - _ PLAN AND PROFILE * Exp• 6-30-05 * E4 p \`�N4TE Z , . . R/W ARCHIBALD AVENUE clvlt Z = � , +� ► X ,' , 10. 9911 RT .' ARM" I 1 +31 . 978 26 APPROVED BY OF CATCH BASIN No. 7 \` ' CITY ENGINEER DATE A�- X UNDERGROUND SERVICE ALERT `� �/ �, ABLE TV, CHTR W=6. 4 ( 21 " ) V= 2. 217 ( 7. 27 " ) G � f-� R.C.E. NO. 24953 \ 0 `�\ I CASE " E " M= 1 200 ( 4 ' ) H=O. 100 ( 4 * ) DESIGN PLANS PREPARED BYs RECOMMENDED URVE DATA r Call: TOLL FREE .A Z f B Y U � MOFRAIT��CHO s N o 1-800 No. L I N E R D T L "� '�' PLAN DRAWN BY u Ontario,Vineyard415 N. Cai forn I a. 91 T64e 200 SHEET o CA w 422-4133 m Tel . (909) 937-0125 18 OF 40 OI " ARM" 6. 858 45° 43 ' 59" 2. 892 5. 474 SCALE i : 200 ALL DIMENSIONS ARE IN CHECKED Fox. (909) 937-0199 DRAWING NO. o �, �� WFOW YW METERS UNLESS OTHERWISE SHOWN. VLK R.C.E. NO. 4403 g 3�-D FILE N0. 0o JI FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I 6. 70$ LT I W" 59 11IIFfita-9 T9, 800= ' CATCH BAS I N N 4 IT +3 3. 658 RT " H I W" 59+74. 59 W=2. 100 ( 7 ' ) V = I . 1 17 ( 3. 6 ' 25 Am CATCH . BASIN No. 6A JS No. 4 A=60000 ' 00" 30 CASE " E" M= 1 . ' ) H=O. 100 ( 4 " ) � W=4. 3 : ( I 4 ' ) V=0. 918 ( 3. 01 ' ) CA . 4 . SE- E M- .1 , 20© ( ) H=0* 100 , �4 ) - 1 X 610' 706 -'AT 4 H I k 5'9+72. 200 " DH I 9+$8. 800_ 1 '0:'8$_6 L7 `AR; Me I -1'-'-24'-'89'2 CATCH BASIN N . 35 _ 4. 01 7 RT " H I W" 59+83: '5 7 - . X CATCH BASIN N No 6 o _ _ . E B S B __ ., _ , _._ _ . ._.. . _ .__.. _._ .... _-_ __ ... _ . . -._.__.}-}�C ANO ._._ W= 2. 1 ( 7 ' ) V=2. 103 ( 6. 90 ' ) ^� AVE JS No. 4 A =60000 -' 00" 3f3 CASE ' E' M= I . 200 . ( 4 ' ) H=O. 100 ( 4l ) CASE ' B' M= 1 . 200 (4 ' ) H=O. 100 ( 4" } 46 468 468 .4 8 4 6$ acr 6 mm ( 3 " ) G _ __ _ _- -ARCO#t$ALO _ _ FG AVE ��� CATV, CHTR "`-1 _ �, ,c • 9 (ABANDONED) 2 1 31 , _CATV, -CHTR--� s - ` x 4 3�4 1 T ARM' I 1 '2? 070 .�_ � `��� 34-- 48 83 mm ( 33 ) SD 29 JS No. 2 A=60" 00 ' 00" (T BE ABAtiDONED) '- -- - 466 - 466 _ 466 �• _ _ 466 _ - - 31 6 4 8 _ 203 mm (8' S 03�� v TELEPHONL .1 \J 5=0. 1 P 6` L 9 S 6' L . EEECTR 1 C t49 �,4�, 57305 mm ( 12H ) W 5=0. 5670 21 2.1 �� �� S=0 0 i � �} 21 604 L X 464 . 2i S=0°.5960 _ 464 : 464 . _ 464 C - 466 �� �` 466 203 mm ( 8* ' S 113. SL 7. 802 (25. 60 ) SL 4. 073 36 7 .8 0 ( 5. 59 ) 3. 543 ( I 1 . 62 ' ) SL =3. 75 08. 3 I ' ) 4 mm 8 " ) 450 mm ( 1 8 ' ) RCP SL =3. 665 ( 1 2. 0 ' ) 3. 223 ( 1 . 57 ' ) SL =5. 769 ( 1 . 93 ' ) SL= 12. 1 28 ( 39. 79 ' ) 462 450 mm ( 18 ' ) RCP 462 462 _ _ 462 - 5 612 ( 18. 41 ' ) 1 1 9 7 ' 3. 65 2 ) 464 8 . ( I 0 mm I CP 450 mm ( I 8 " ) C x#50 mm { 18 � -RCP LATERAL N0 .3 LATERAL N0 . 4 � LATERAL �N0 .8 NOR I Z 1 : 200 HOR I Z I i 200 _ . _ HOR i Z i-= 200 v VERT 1 : 50 VERT I : 50 VERT 1 : 50 CONSTRUCTION NOTES : . 2f fiN TALL 450 mm '( 8'} RCP .il[[ 5 FST ' ACJ -14 26: 8 . 29 JS No. 2 A= 60000 ' 00 ' ' DH1 ' 10+35. 400 STALL 750 mm (30") RCP x--- C= 1 . 0 . ( 3. 3 ' ) _ 3. 658 RT " HIE" 62+35: 4b0' 23 N 6. 706 LT " H I E162 . 28. 879 MH No. 4 A=45° 00 ' 00" �28 _ ;_ _ _ - 4 INSTALL-NSTALL 1500 mm � (60')...RCP 99 I RT ' ARM' I 1 +3 1 . 97$ EXIST CATCH BASIN No. 8A : C= 1 . 0 ( 3. 3 ' ) 10. ; 26 CASE " B" M= 1 . 200 ( 4 ' ) H=O. 160 ( 40 ) 25 CONST CURB OPENING- CATCH BASIN CATCH BASIN No. 7 470 4 = _ - 6. 706 RT " HIE' 62+31 . -700 STD PLAN 300 _ _ 7 PER CITY _ _ . . . W 6.. 4_ (2 l ) V 2. 17. 7. ) __ . _ _ ._ - �9 CASE " E" M= 1 . 200 ( 4 ' ) H=0. 100 ( 4 ' ) s CATCH BASIN No. 8B. 25 HIGHLAND AVE * DHI " 10+35. 400 � T OL :INLET + W- 3. 0 ( 10 ) V=2. 430 _( 7..97 ) . 26 CONS . _,A. . . _ - - . PER CALTRANS STD PLAN D72 3 . 658 ' RT 'RT " HA E ' 62 35 . 400 . , � 28 � CASE B M= 1 . 200 .( 4 ' ) H=0. 100 (4 ) o / " MH N 4 A - -- - - - o. 6 5 30 > OG _ C=O. 9 ( 3 ' ) A_.,._ __..N__- _ 28 CONST -MANHOLE No.4 _. AT CHTR - -+- - - OG PER CITY STD PLAN 321 AB N ON D .__- 6�g -- -_ 46$ TE EP ONE ELEPHONE 468 46 , } qba• 29 CONST JUNCTION STRUCTURE No:2 - �M _ - 468 _ 46g _ _ '468 17,101 E ELECTRIC CA V C T , . _ _ �� _ PER CITY STO PLAN 331 TELEPHONE ( 0 E AB w ON D ' 7 mm G 30 CONST JUNCTION STRUCTURE No.4 03 mm ( 8 " ) T 1 ; f AB N ON D� 76 { " ) G '�� 4�'� ; ( ABANDONED) PER CITY STD PLAN 333 5=0. 05Q (ABANDONED) 305 mm f 12 W 1 31 CONST CONCRETE -COLLAR " sr 21 96'� 203 (8 ' . S PER CITY STD PLAN 329 (N) , 466 66 ' ' 0 466 466 34 466 466 466 - _. _ti _. _ _ _ _._ - _. _ _ Ff ©� __ ._ _ _. _ ._ _ _ _ . . _ _ _._ _. _ .� - . _. _ _ ._ ._- . ._ _ .__ - 9 -- 34 CON-ST .CATCH -BASIN CONNECTION X �c� 6`6, PER CITY STD PLAN 308 ;LEGEND I _ J L .. 167 (23. 58 7. 178 ( 23. 55 ' ) 450 mm ( 180 RCP J �� � _ �� _ _ �. _ ;-- _- -SL SLOPED LENGTH - - 464 a \ �� i _ : 464 464 . i 21 S=o. 7581 46 REVISED PROFILE FOR LATERAL No.4 AND No.6 /06/02 LATERAL NO .7 23 ' No. DESCRIPTION OF REVISION DATE CITY HOR I Z - 1 : 20O APPROVED VERT ' 1 : 50 9 CITY OF RANCHO CUCAMONGA 'S o QPpFESS/O* ` • �` a�^�\� a 9 HIGHLAND AVENUE STORM DRAIN 462 462 462 _ 1462 _ SL _ .I _i . 245 (36: 89'_) T3. 584 t 1 4. 7.6' ) STORM DRAIN H M.A. KRAMAN Ij ( . 085 ( 36. 37 �, 44030 A 450 mm ( 18' ) - -RCP PROFILES Exp. 6-30-05 5 0 mm ( 30* ) R C CIVIL � _ _ __ - - _- - LATERAL No. . 4, 6, 7, 8 At OF CAL _ LATERAL -N0 .8A LATERAL N0 . 8B _ APPROVED BY DATE F,- CITY ENGINEER HOR I Z i -: 200 HOR I Z 1 - 200 R.C.E. NO. 24953 X _ UNDERGROUND SERVICE ALERT _-_. .._. _ ._ _ _ _. _ .. . _ _ _ _ _ ... ._ _._ .. . . . _ __.. . - _._ .___ ..., __. ...._ ._ .. _ .__ _.- _ - _ __ .. _ __. .._ _.__._._ .. . __ - _ _. - __ .v .___ ___... .._..._.- ._<___ _ _ ...- --- . - _ . _ _ --__ .- VERT 1 .f 50 VERT t a 5© -: DESIGN RECOMMENDED PLANS PREPARED BY, Call:TOLL FREE B Y U , MOFFAIT &E TICHO 5 cv � DRAWN 415 N. Vineyard Ave. Suite 200 SHEET 1-800 _ _ _ _ _. _ . _ _ _ . ._ _ _ _ _ _ . - _ Ontor i o. Ca I i forn i a 91 764 ' > u . __ _ . ._ U Te I . (909) 937-0125 1 OF 40 - w 422-4133 ALL D I MENS I ONS ARE I N CHECKED Fax. (909) 937-0199 DRAWING NO. 0i METERS UNLESS OTHERWISE SH OWN. . "m wwj ours BMW Yu oc _ R.C.E.I04403VLK S 31 - ENO J FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS i i NOTES= J i I . MANHOLE SHAFT SAFETY LEDGE WILL BE NOTED ON THE PROJECT Ll- = < DRAWINGS WHEN REQUIRED. XSTEEL STEPS ! PRECAST � IT IS TO BE CONSTRUCTED IN DEEP MANHOLE SHAFT 6 m ( 20 ) OR GREATER IN DEPTH. SEE NOTE 3 ROOF SLAB V) 2. A SAFETY LEDGE SHALL NOT BE USED IF A PRESSURE MANHOLE IS _ T z rz REQUIRED. U-) N — w a Z 3. STEPS SHALL CONFORM TO CALTRANS STD PLAN D74C AND SHALL BE A ; j A o ANCHORED 100 mm ( 42 ) IN THE WALL OF THE STRUCTURE. STEPS SHALL z j � L? BE PLACED TO MATCH SPACING ON THE MANHOLE SHAFT. 000 U z w ! ! w >- 4. REINFORCEMENT SHALL BE PER ASTM A 615, GRADE 400 AND SHALL — 1w o i i - ---- - o o TERM I NATE 50 mm ( 2 " ) CLEAR OF CONCRETE SURFACES UNLESS OTHERW I SE o z ir SEE w SHOWN. w0w V' ob 0 PIPE RAIL i i NOTE 3 z0 5. GROUT HOLES, PIPE AND FITTINGS SHALL BE PROVIDED IN THE FLOOR 0 SEE NOTE 6 j ; - ---- - z w SLAB. PRESSURE GROUTING SHALL BE USED TO FILL VOIDS AND TO ~ 0 3f— SECURE UNIFORM BEARING. THE GROUT SHALL BE NEAT CEMENT GROUT °� �. 0 " " ! I STEPS ARE 0 w AND GROUTING PRESSURES SHALL BE AS DETERMINED IN THE FIELD 125 CONTINUOUS = o �- 'q- rn rn AIL A in BY THE ENGINEER. ( " ) THROUGH SHAFT w v co E j 0 6. PIPE RAIL SHALL BE FABRICATED OF 32 mm ( 11A " ) STANDARD GALV I N I ZED X " 0 0 0 PIPE COMPOSED OF TWO SECTIONS 2. 25 m ( 7 " -6 ) AND 450 mm ( 18 ' ) IN c\, 0 ` 1 1 w ~ LENGTH JOINED BY A GALVINIZED COUPLING. THE COUPLING SHALL BE o THREADED A MINIMUM OF 50 mm ( 2 " ) ON EACH SIDE OF PIPE LENGTH. - oU 125mm - i 450 N � w �- cr 0 N Q 0 .� mm LLa 7. ROOF AND FLOOR SLABS SHALL BE PRECAST AND KEYED FOR REINFORCED o 0i ( 18 ' T! ' ( 18 ' ) a U CONCRETE PIPE SECTIONS AS SHOWN. ALL JOINTS SHALL BE FILLED a a ! WITH CLASS C MORTAR AND NEATLY POINTED OR WIPED ON THE INSIDE. z COUPL I NG I a 0 E 0 N i 90 mm = a 1 . m (6 ' HALL BE PROVIDED WITH TWO CIRCULAR CAGES OF 3 M v ( � ' ) X REINFORCEMENT. w w o = 900 0 9. THE FOLLOWING DRAINAGE DETAILS ARE INCORPORATED HEREIN: E 0 o E N ( 3 ' ) i i STANDARD MANHOLE SHAFT STEEL STEP ( SEE CALTRANS STD PLAN D74C ) 0 T B I ! B L N � I & J � oQ 40 mm ( 11/2 " ) ! 50 mm ( 2 " ) x 150 mm ( 6 " ) z = GROUT HOLE ! INSIDE DIAMETER X--- LIGHT WEIGHT METAL INSERTS. a ROUGHEN SURFACE I TYPICAL FOR ROOF AND FLOOR SLOPE 1 . 0% SLABS. GROUT RAIL IN PLACE TYP JOINT DETAILS 5 mm PER NOTE 7 ! ( 3/ 161 ) I VERTICAL SECTION 32 mm ( 11/4 ' D I A 40 mm ( 11/2 " ) GROUT HOLES 1000 mm ( 3 " -4 ' ) LONG FOR FLOOR SLAB ! 00 ! # 15 ( #5 ) a 150 mm (6" ) OC TYP DETA I L " AN ! ( 24 " ) ! TOP & BOTTOM OF SLAB ROTATE 900 I � I I 6" _ i 00D 4 - # 1 5 ( #5 ) DIAGONALS L =825 mm ( 33" ) X ce I/ /! 1 SYM ABOUT ----- --- ---------- - ------ ----- - --- - - --- - - - - -----!------ - -- - I 1 I 1 ^ CITY E00 PLACE D I AGONAL No. DESCRIPTION OF REVISION DATE APPROVED 0 v TOP & BOTTOM CITY OF RANCHO CUCAMONGA O QROFESS/ON ` I I 4 - # 15 ( #5 ) DIAGONALS ! HIGHLAND AVENUE STORM DRAIN I I y M.A. KRAMAN = j L = 1 . 3 m ( 4 ' - 3l ) ; STORM DRAIN wNo. 44030 Exp. 6-30-05 SECT I ON A - A SECT I ON B - B DETAILS CIVIL \' REINFORCEMENT DETAILS CONCRETE BULKHEAD FOR FLOOR AND ROOF SLABS OF CAL I APPROVED BY CITY ENGINEER G DATE — X UNDERGROUND SERVICE ALERT R.C.E. NO. 94953 SHAFT SAFETY LEDGE DESIGN PLANS PREPA ED BY, RECOMMENDED AJ MO"ATT & NICHOL Call: TOLL FREE E N G I N E E R S (',.j o DRAWN 415 N. Vineyard Ave, Suite 200 SHEET (, 1-800 Ontario, California 91 764 PZ Tel . (909) 937-0125 20 OF 40 i` w 422-4133 ALL DIMENSIONS ARE I N CHECKED Fax. (909) 937-0199 DRAWING N0. N TW EM" WFOW YOU oic METERS UNLESS OTHERWISE SHOWN. A J R.C.E. NO. 440311 "' a FILE NO. U J FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS 1 1 1 I I I 1 1 1 OD + 300 mm ( 1 2 " ) AC (TYPE A ) FINISH SURFACE TO BE FS PLACED NO SOONER THAN 14 DAYS NOR L L X LATER THAN 35 DAYS AFTER BASE PAVING t T-1AC (TYPE A ) TO BE PLACED WITHIN 72 1 /3 W > C HOURS AFTER CONSOLIDATION OF BACKFILL 300 mm ( 12 " ) MIN RCP 1 /3 W IF DIST IS < 12 m (4 ' ) THAN AC 300 mm ( 12 " ) MIN MUST BE REMOVED AND REPLACED SEE NOTE 6 W ., N A BARS BUTT JOIN -- ( SEE NOTE 1 ) T+30 mm o 0 - 0 0 - 95% RELATIVE; (Y`� y';'�f�\ Y�� r o COMPACTION MIN 0 + 90% RELATIVE CRUSHED AGGREGATE BASE IN TRENCHES 0 COMPACTION MIN LESS THAN 30 m ( 100' ) IN LENGTH, SEE NOTE X 95% RELATIVE 0 w w COMPACTION MIN z 1 <. - 0 25 mm ( I ' ) MIN r ' C BELOW BELL rl Y . , , .�, ; �. BEDDING & SHADING PER UTILITY INVOLVED. I F NONE REQU I RED, USE FRONT VIEW SECTION C - C CLASS 2 AGGREGATE BASE AS PER CALTRANS STANDARD A62D. MAX (mm) COVER (mm) A BARS (mm) LIFT LOOPS (m) ( SEE NOTE 2 ) 1200 1 . 5 100 # 15 0 230 mm NOTES= OR 3. 0 100 # 15 Q 150 mm 450 0 _ I . ALL TRENCHES 30 m ( 100 ' ) IN LENGTH OR LONGER SHALL BE BACKFILLED AND CONSOLIDATED PER LESS 4. 5 125 # 15 @ 150 mm CD SECTIONS 306- 1 . 3. 1 THRU 306- 1 . 3. 4 OF THE CITY OF RANCHO CUCAMONGA STANDARD 1350 1 . 5 100 # 15 @ 150 mm SPECIFICATIONS. THE CITY OF RANCHO CUCAMONGA REQUIRES THE JETTING METHOD. TO 3. 0 125 # 15 In 150 mm 500 "--- 1500 4. 5 125 # 15 1 50 mm 2. SPREAD BOXES MAY BE EMPLOYED FOR TRENCH PAVING JOBS LESS THAN 150 m ( 500 ' ) . 1 . 5 125 # 15 In 150 mm "', 150 mm 300 mm - 3. ALL JOINTS SHALL BE VERTICAL BUTT JOINTS; LAP OR FEATHERED JOINTS ARE NOT ACCEPTABLE. 1650 3. 0 125 # 15 c 150 mm 550 (6 " ) ( I 2 " )4 . 5 125 # 15 c 150 mm 4 . UNLESS OTHERWISE INSTRUCTED BY THE CITY ENGINEER, TRENCH PATCH SHALL BE STRAIGHT GRADE 1 . 5 125 # 15 Iva 150 mm ACROSS WIDTH, AND SHALL NOT BE CROWNED AT CENTER. 1800 3. 0 125 # 15 0 150 mm 600 4. 5 125 #20 @ 150 mm 5. PRIOR TO PLACEMENT OF A. C. PAVEMENT EDGE SHALL BE CUT TO A CLEAN VERTICAL AND 1 . 5 125 # 15 lop 150 mm LIFT DETAIL STRAIGHT EDGE WITH TACK COAT ON FACE OF CUT. 1950 3. 0 125 #20 @ 150 mm 650 6. PERMANENT A. C. PATCH SHALL BE A M I N I MUM 80 mm ( 31/$ " ) TH I CK OR 30 mm 11/8 TH I CKER 4. 5 150 #20 q 150 mm THAN EXISTING - WHICHEVER IGREATER - AS DIRECTED BY THE ENGINEER IN FIELD. 1 . 5 125 # 15 c 150 mm NOTES : E S GS 2100 3. 0 125 #20 q 150 mm 700 7. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. 4. 5 150 #20 @ 125 mm I . REINFORCED STEEL SHALL BE CENTERED IN BULKHEAD WITH 1 . 5 125 #20 @ 150 mm HORIZONTAL " A" BARS TOWARDS OUTSIDE FACE OF BULKHEAD. 2250 3. 0 150 #20 @ 150 mm 750 2. LIFT LOOPS SHALL BE WOVEN STEEL CABLE WITH SAME MIN TRENCH REPAIR 1 . 5 4 . 5 1 50 #20 In 1 25 mm DIAMETER (d) AS " A ' BARS. WEAVE CABLE THROUGH REFERENCE CITY OF RANCHO CUCAMONGA STD PLAN 120 2400 3. 0 125 #20� 1mm 800 HORIZONTAL " A " BARS. COAT EXPOSED PORTION OF CABLE X 150 20 2525 LIFT LOOPS WITH BITUMINOUS PAINT PRIOR TO BACKFILLING 4 . 5 150 #25 150 mm TRENCH. CONCRETE BULKHEAD No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA O Q?pfESS/p < HIGHLAND AVENUE STORM DRAIN ti M.A. KRAMAN n STORM DRAIN DETAILS w No, 44030 rn it Exp. 6-30-05 � CIVIL \� CONCRETE BULKHEAD OF CAL APPROVED BY CITY ENGINEER DATE �d- X UNDERGROUND SERVICE ALERT _zJAR.C.E. NO. 24953 DESIGN PLANS PREPARED BY. RECOMMENDED AJ *. MOFFATT & NICHOL N Z Call: TOLL FREE E N G I N E E R S o DRAWN 415 N. Vineyard Ave. Suite 200 SHEET 0 1-800 Ontario, California 91764 - PZ 2 Tel .. (909) 937-01 25 I OF 40 I` w 422-4133 ALL DIMENSIONS ARE IN CHECKED Fox• (909) 937-0199 DRAWING N0. N Nq METERS UNLESS OTHERWISE SHOWN. n TWO VOWIM DAYS SEFOW YOU MG A J R.C.E. NO. 4403 ) S 34-D 0 FILE NO. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I POTHOLE TABLE - WATER ( CCWD ) POTHOLE TABLE - GAS ( SCG ) No. STATION OFFSET TOP PIPE ELEV COVER DESCRIPTION No. STATION OFFSET TOP PIPE ELEV COVER DESCRIPTION X W I " HIW" 59+01 . 387 6. 029 m LT 467. 333 0. 808 m ( 321 ) WATER, 305 mm ( 1 2 " ) G I " HIW" 59+01 . 209 4. 834 m LT 467. 1 30 1 . 012 m ( 408 ) GAS, 102 mm (4 " ) W2 " JA " 10+ 15. 943 3. 650 m LT 467. 321 0. 847 m ( 331 ) WATER, 152 mm ( 61 ) " HIW" 59+40. 173 5. 041 m LT G2 466. 860 1 . 064 m ( 42 " ) GAS, 76 mm ( 3 ' ) " HIW" 59+38. 945 6. 083 m LT " JA " 10+05. 090 3. 501 m RT W3 467. 083 0. 844 m ( 330 ) WATER, 305 mm ( 1 2" ) JA " 10+06. 1 1 5 2. 260 m RT G3 * JAI 10+ 13. 314 3. 589 m RT 467. 052 1 . 024 m ( 40" ) GAS, 76 mm ( 3m ) W4 " HIW" 59+ 77 . 261 5. 1 63 m LT 466. 839 0. 875 m ( 34 " ) WATER, 305 mm ( 12 ' ) G4 " HIW" 59+76. 272 4. 406 m LT 466. 426 1 . 286 m ( 5 1 " ) GAS, 102 mm (4 " ) AR " 23 + 75. 426 3. 899 m RT " HIW" 59+90. 758 5. 994 m RT G5 466. 777 0. 930 m ( 37 " ) GAS, 102 mm ( 4w ) W5 " ARM" 1 1 + 10. 049 4. 317 m RT 467. 164 1 . 200 m ( 47 " ) WATER, 305 mm ( 1 2 " ) " ARM" 1 1 +00. 852 8. 425 m LT " HIE" 62+09. 168 4. 670 m LT NAR" 23+91 . 034 8. 788 m LT G6 467. 459 1 . 015 m ( 40" ) GAS, 102 mm ( 4 " ) OAR ' 23 +91 . 966 9. 032 m RT " ARM" 1 1 +25. 4 1 3 8. 707 m LT W6 467. 827 0. 975 m ( 38" ) WATER, 203 mm ( 8w ) ARM" 1 1 + 26. 572 9. 099 m RT W7 " H I E" 62+ 3 1 . 51 8 4. 276 m LT 467 . 426 1 . 030 m ( 40" ) WATER, 305 mm ( 12 " ) " AR " 23 + 48. 390 6. 813 m RT POTHOLE TABLE - CABLE TELEV I S I ON ( CHTR ) X W8 466. 008 1 . 036 m ( 4 1 " ) WATER, 305 mm ( 1 2 " ) " ARM" 10+ 83. 514 8. 865 m RT No. STATION OFFSET TOP PIPE ELEV COVER DESCRIPTION " AR " 23 +67. 1 29 7. 640 m RT TVI " HIW" 59+81 . 702 5. 902 m LT 466. 110 1 . 564 m (62 " ) CATV/TEL W9 " ARM" 1 1 +02. 093 8. 406 m RT 467. 070 1 . 073 m ( 421 ) WATER, 254 mrn ( 10" ) 'AR " 23+78. 842 3. 755 m RT TV2 467. 355 1 . 088 m (43 " ) CATV/TEL " HIE " 62+ 1 2. 885 3. 520 m RT " ARM" 1 1 + 1 3. 443 4. 077 m RT TV3 " JAN 10+09. 254 3. 540 m RT 467. 093 0. 927 m ( 36" ) CATV/TEL/GAS 1 POTHOLE TABLE - TELEPHONE ( VZN ) No. STAT I ON OFFSET TOP PIPE ELEV COVER DESCRIPTION POTHOLE TABLE - SEWER ( CCWD ) T I " HIW" 59+ 81 . 702 5. 902 m LT 466. 110 1 . 564 m (6 I " ) TEL/CATV No. STATION OFFSET RIM ELEV FL ELEV DEPTH DESCRIPTION NAR " 23+78. 842 3. 755 m RT SI " HIW" 58+28. 609 0. 012 m LT 468. 619 466. 403 2. 216 m ( 87 " ) SEWER, MH T2 467. 1 78 1 . 265 m ( 501 ) TEL/CATV " ARM" 1 1 + 1 3. 443 4. 077 m RT S2 " HIW" 59+36. 210 0. 083 m LT 467. 889 465. 771 2. 1 1 8 m ( 83 " ) SEWER, MH X--- NAR " 24 +01 . 862 10. 864 m RT S3 " HIW" 59+78. 270 0. 361 m LT 467. 719 465. 424 2. 295 m ( 901 ) SEWER, MH T3 468. 451 0. 762 m ( 30" ) TEL , 102 mm (41 ) PVC " ARM' 1 1 +36. 373 10. 865 m RT S4 " H I W" 59+78. 452 12. 735 m RT 467. 678 464. 862 2. 816 m ( 1 1 1 " ) SEWER, MH " AR ' 23+92. 148 7. 938 m RT NAR " 23+ 16. 601 2. 337 m LT T4 467. 870 0. 960 m ( 381 ) TEL S5 465. 81 7 464. 598 1 . 219 m ( 48 " ) SEWER, MH " ARM" 1 1 +26. 739 8. 003 m RT " ARM" 10+51 . 1 50 1 . 688 m RT OAR' 23+67. 171 6. 889 m RT OAR " 23+72. 673 0. 230 m RT T5 467. 043 1 . 073 m ( 42 " ) TEL , 102 mm ( 4 " ) PVC S6 468. 193 465. 691 2. 502 m (982 ) SEWER, MH " ARM" 1 1 +02. 091 7. 653 m RT " ARM" 1 1 +07. 1 89 0. 737 m RT T6 " JAI 10+09. 254 3. 540 m RT 467. 093 0. 927 m ( 361 ) TEL/CATV/GAS S7 " HIE " 63+38. 794 0. 033 m RT 470. 071 467. 593 2. 478 m (980 ) SEWER, MH POTHOLE TABLE - ELECTRICAL ( SCE ) No. STATION OFFSET TOP PIPE ELEV COVER DESCRIPTION X 466. 024 1 . 655 m TOP CASING E I " HIW" 59+77. 295 5. 800 m LT 465. 667 2. 012 m BOT CAS I NG AR " 23+78. 842 3. 755 m RT 467. 1 51 1 . 286 m TOP CASING E2 " ARM" 1 1 + 1 3. 443 4. 077 m RT 466. 864 1 . 573 m BOT CAS I NG OAR " 23 +67 . 261 10. 269 m RT 467. 361 0. 893 m TOP CAS I NG REVISED POTHOLE OFFSET 5/06/02 E3 CITY " ARM" 1 1 +02. 375 1 1 . 023 m RT 466. 523 1 . 731 m BOT CASING ABBREVIATIONS No. DESCRIPTION of REVISION DATE APPROVED OAR " 23 +47. 832 9. 803 m RT 465. 936 0. 994 m TOP CASING CATV - CABLE TELEVISION CITY OF RANCHO CUCAMONGA QRpFESS/ON E4 OHL - OVERHEAD LINE ���y " ARM" 10+83. 189 I 1 . 890 m RT 465. 528 1 . 402 m BOT CASING TP - TELEPHONE POLE HIGHLAND AVENUE STORM DRAIN M.A. KRAMAN m " AR" 23+97. 918 13. 193 m RT UTILITY OWNERS W No. 44030 m E5 468. 1 71 1 . 079 m TOP 127 mm ( 5 " ) PVC " ARM" 1 1 + 32. 489 13. 207 m RT CCWD - CUCAMONGA CREEK WATER DISTRICT UTILITY POTHOLE DATA 49 Exp. 6-30-05 H - CHARTER CABLE CIVIL ' VZN - VER I ZON OF CAL SCE - SOUTHERN CALIFORNIA ED I S I ON APPROVED BY SCG - SOUTHERN CALIFORNIA GAS CITY ENGINEER G DATE X UNDERGROUND SERVICE ALERT CRC - CITY OF RANCHO CUCAMONGA R.C.E. NO. 4953 DESIGN PLANS PREPARED BYs RECOMMENDED V L K c MOFFATT & NICHOL Call: TOLL FREEE N G I N E E R S N o DRAWN 415 N. Vineyard Ave. Suite 200 SHEE1 1-800 MSN Ontario. California 91 764 Tel . (909) 937-0125 2 2 OF 4 0 - w 422-4133 ALL DIMENSIONS ARE IN CHECKED Fax. (909) 937-0199 DRAWING N0. o cr DAYSroe, Mr. UNLESS OTHERWISE SHOWN. VLK R.C.E. NO. 4403 D 0 WFDWJ $ 34 - FILE N0. � J FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS 1 1 1 1 1 1 1 1 i DRAINAGE QUANTITIES INSTALL RCP (N) (N) (N) CITY OF RANCHO CUCAMONGA (N) (N) (N) (N) STANDARDS ABBREVIATIONS X (N) (N) (N) (N) (N) (N) (N) (N) (N) 25 - 25 mm Extra Cover ., 0 �, z E z E z E 38 - 38 mm Extra Cover o z w r` V) O V) M LC) P - Positive Joint z0 0 0 = 0 a r"' a v a C6 S - Standard Joint Y (n II in II in II F- w z = 3 = 3 = 3 0 => WTJ - Water Tight Joint per CALTRANS HIGHWAY _ o m � o Iz -i �-' o U o o w ui DESIGN MANUAL SECTION 853. 1 and 853. 3 of w CL w i U = w a_ Q o Q o Q o 0 a = w z CF - CONTRACTOR FURNISHED W W J IY F-- F- (n W M > rn rq rn O J Y Er J 0 z > 0 F- w w U D w 0 0 cr 0 U U w w z CL - CLASS J � Z = w w m � D OF- z zU wF- Uz Uz Uz N _J o > > - F- SP - SPECIAL � V) 0 z � -1 � U = wcn a - a- (n za zQ za U m 0 a U a - z - z F- z (n 0 - J - -1 - -) O U LL z U W w w � a_ - F- oV) QO w Qz F- (n w0- w � wG- ZF- w w 0 - - j U U Z U � JZ � mQ WZ � 0 � � � 0 N W � N V F- F- � O LL- 0 Q Q Q O W W W W E E E J Q Q --1 Q O F- O F- O 1-- c) S li W W � F- -7 - z z z > > > > � O w rz = w z m (n V) (n O � a O O O m L : _ V) z 0 0 0 0 0z O U Z LL U !>: - F- m 00 co z (n z z z U U - 0 W v) Q Q Q Q Z - o o O O (n0 F- Q J � U � U � U 0 z z X - Q o� co w w w w - :2 U-) o Ln Lc) Q� -jQ 0O = 0 V) (n O 0 Q w - 0 0 a °c Of X 0:� :2 co ULL- OU U U U :2 U U _ U m EA m EA EA m3 m m m m kg EA EA EA EA EA EA EA EA EA EA EA EA EA m m - DESCRIPTION 12 DHI a I CONCRETE BULKHEAD 12 DHI b 2. 4 S 1500 mm RCP X 12 DHI c 9. 2 200 1 I MH No.4 1 2 - 1 3 DHI d 122.4 S 1500 mm RCP 13 DHI e 8. 7 200 1 I MH No.4 1 3 - 1 5 DHI f 161.4 S 1500 mm RCP 15 DHI g 1 1 . 1 200 1 I MH No.2 w/SAFETY LEDGE 15 - 16 DHI h 161.4 S 1500 mm RCP 16 DHI i I CONCRETE COLLAR 17 DJA a I CONCRETE BULKHEAD 17 DJA b 18. 9 S 750 mm RCP 17 DJA c 3. 8 I JS No.2 18 DAR a 15. 1 P 25 mm 600 mm RCP 18 DAR b 2. 4 I JS No.2 X--- 12 IA a 2. 1 77 1 1 1 . 9 OL INLET PER CALTRANS STD PLAN D72 W=2.1 m (7') 12 IA b 1 1 10. 3 1 1 1 1 P 25 mm 450 mm RCP i 12 113 a 1 1 . 2 55 1 1 2. 1 CURB OPENING CATCH BASIN CRC STD PLAN 300, W=8.5 m (28') 12 113 b 1 1 4 . 1 1 1 1 1 1 P 38 mm 450 mm RCP 17 2A I a 1 1 . 6 55 1 I 1 2. 2 CURB OPENING CATCH BASIN CRC STD PLAN 300, W=8.5 m (28') 17 2A I b 3. 6 P 25 mm 450 mm RCP 17 2A2 c 1 1 5. 6 1 55 I 1 1 2. 9 CURB OPENING CATCH BASIN CRC STD PLAN 300, W=8.5 m (28') 17 2A2 d 10. 3 P 25 mm 450 mm RCP 17 2A2 e 1 . 5 1 1 1 I 1 JS No.2 17 213 a 1 1 1 . 2 1 55 1 I 2. 1 CURB OPENING CATCH BASIN CRC STD PLAN 300, W=8.5 m (28') 17 2B b 2. 6 P 25 mm 450 mm RCP X 17 213 c 1 . 4 I JS No.2 SUBTOTAL THIS SHEET 89. 8 30. 9 1 5. 11 8. 9 447.6 897 3 5 1 I 1 4 1 2 4 1 1 2 (N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. No. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA �o ?jkO ESS/0h, l HIGHLAND AVENUE STORM DRAIN y M.A. KRAMAN DRAINAGE QUANTITIES Z W No. 44030 rn Exp. 6-30-05 CIVIL CF CAL1 APPROVED BY CITY ENGINEER C, DATE - C-i- x UNDERGROUND SERVICE ALERT R.C.E. NO. 24953 DESIGN PLANS PREPARED BYg RECOMMENDED B Y uMOFFATT & NICHOL Call: TOLL FREE bit: E N G I N E E R S O 1,0--, DRAWNSHEET 4 1 5 N. Vineyard Ave,AvEE eya d e. Suite to 200 I 1 800 Ontarfo California 91764 � >" MSN _ 23 4 W; Tel . (909) 937 I 0 0 25 OF 422-4133 N 9T- ALL DIMENSIONS ARE IN CHECKED Fax. (909) 93 °I 99 DRAWING N0. �i METERS UNLESS OTHERWISE SHOWN. tn TWO "81M Dors SEFOW YDu M R.C.E. N0. 4403 in a. BYu $ 34-J � FILE N0. o FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I DRAINAGE QUANTITIES INSTALL RCP (N) (N) (N) CITY OF RANCHO CUCAMONGA (N) (N) (N) (N) STANDARDS ABBREVIATIONS (N) (N) (N) (N) (N) (N) (N) (N) (N) 38 - 38 mm Extra Cover X P Positive Joint o z E z E z E S - Standard Joint O U0 in N In - Water Tight Joint per CALTRANS HIGHWAY O z W r` (n 0O = o < r, av < C6 DESIGN MANUAL SECTION 853. 1 and 853. 3 Z Y � CO11 m 11 CO11 _ >_ CF - CONTRACTOR FURNISHED UJI_ W > a 3 y C 3 a CL - CLASS V 1-- O m cr 0 iz � O O O W � W 1-- SP - SPECIAL Iz W a- W � J U = W 12- W Z O O O 0 Q 2 Z UJI W ___t v cr H (n W > < M U r) U in O -J Y cr J O _ > O f- W W U � W0 O cr c) W J J W Z - Q N J = W W m tz � OH- Z Z WF- UZ UZ UZ NJ O > - J z z a- - UCC W (n a - 0- n a a a U m O F- < a O U Q - Z - ZI•- Z � p Z � z J Z -i O � U Li Z U :2 Cl- - O (n Q O W Q z (n Z a- Z t2 Z IZ z F- W W O LdQz Z Jz � mQ WZ WNL01i W N � :2 H O ILL.� uj O W W W W � JQ Q -JQO � 0 - O) = LL- W WQ Q o > > > > � O E E W Ir m W z rOO0 0 F- O 72 a Ir cr :2 m:z z z O O O 0 Oz O U Li (-) :2 CIOV) m0 � z (n z z Z U U - CD W U) Q a a a :2 :2m :2z - O O O O (n0 �- a J � U o z z x - m a U U < < < m W W W W - :2Ln O Ln Ln - tr 2 Q tr J Q � � =) Ir c = 0 \ m Ln (n 0 O Q W - _J Q cr 0�: Ir Iz :2 it (D :2 ULi- OU U U U :2 U U :2 _ U m EA m EA EA m3 m m m m kg EA EA EA EA EA EA EA EA EA EA EA EA EA m m - DESCRIPTION 13 3 a 1 3. 7 1 1 55 I 1 ? 2. 4 CURB OPENING CATCH BASIN CRC STD PLAN 300, W=2.1 m (7') 13 3 b 4 . 5 P 25 mm 450 mm RCP X 13 3 c 0. 2 1 JS No.4 13 4A a 1 . 6 77 1 1 1 . 5 OL INLET PER CALTRANS STD PLAN D72, W=2.1 m (7') 13 4A b 7. 8 1 P 38 mm 450 mm RCP 13 4A c 0. 4 11 CONCRETE COLLAR 13 4A d 4. 1 P 38 mm 450 mm RCP 13 4A e 0. 2 1 JS No.4 18 5 a 3. 3 77 1 1 2. 4 OL INLET PER CALTRANS STD PLAN D72, W=4.3 m (14') 18 5 b 18. 8 P 450 mm RCP 18 5 c 0. 2 1 JS No.4 18 6 a 3. 0 1 55 1 1 I 2. 1 CURB OPENING CATCH BASIN CRC STD PLAN 300, W=4.3 m (14') 18 6 b 3. 7 P 450 mm RCP 18 6 c 0. 2 CATCH BASIN CONNECTION PER CITY STD PLAN 308 X--- 18 6 d 0. 2 CATCH BASIN CONNECTION PER CITY STD PLAN 308 18 6 e 17. 8 P 450 mm RCP 1 18 6 f 1 . 3 I JS No.2 18 6 4 1 CONCRETE COLLAR 18 7 a 4. 2 77 1 1 2. 1 OL INLET PER CALTRANS STD PLAN D72, W=6.4 m (21') 18 7 b 7. 2 P 450 mm RCP 18 7 c I . 1 I JS No.2 13 8A a 1 0. 4 CATCH BASIN CONNECTION PER CITY STD PLAN 308 13 8A b 11 . 2 P 25 mm 750 mm RCP 13 813 a 5. 2 55 1 1 2. 4 CURB OPENING CATCH BASIN CRC STD PLAN 300, W=3.0 m (10') 13 813 b 4 . 5 P 38 mm 450 mm RCP 13 45. 9 REMOVE PIPE (PORTION ) X 13 4 REMOVE INLET 13 75. 4 ABANDON CULVERT 13 1 REMOVE MANHOLE 16 I REMOVE TIMBER BULKHEAD 18 1 7. 7 REMOVE PIPE (PORTION ) SUBTOTAL THIS SHEET 75. 4 1 53. 6 4 1 25.6 168.4 11.2 396 6 3 1 1 2 3 2 D REVISED LATERAL No.6 QUANTITIES 5/06/02 SUBTOTAL SHEET 23 89.8 30.9 15.1 18.9 447.6 897 3 5 1 4 1 2 4 1 2 No. DESCRIPTION OF REVISION DATE CITY APPROVED TOTAL 75. 41 I 153. 61 4 1 I 15.4 99.3 1 15.1 1 30.1 1447.611293 1 3 1 1 4 I 1 4 1 2 6 3 3 2 CITY OF RANCHO CUCAMONGA �ot:Ess,o (N ) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. � � HIGHLAND AVENUE STORM DRAIN 1 y M.A. KRAMAN Z DRAINAGE QUANTITIES rr o No, 44030 - ;a it Exp. 6-30-05 ,y CIVIL OP CALIr" \ APPROVED BY CITY ENGINEER DATE - Od- X UNDERGROUND SERVICE ALERT R.C.E. NO. 24953 DESIGN PLANS PREPARED BY. RECOMMENDED cm B Y u MOFFATT & NICHOL Call:TOLL FREEE N G I N E E R S 0 o DRAWN 415 N. Vineyard Ave. Suite 200 SHEET 1-800 OntMSN Tel .. (909)x937-01 25 rnia 91 764 24 OF 40 - 422-4133 W ALL DIMENSIONS MENS I ONS ARE I N CHECKED Fax. (909) 937-0199 DRAWING NO. METERS UNLESS OTHERWISE SHOWN. o TW VoWM GAYS WFOW roe, B Y u R.C.E. N0. 4403 8 3�}-D FILE N0. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I l l t l t l l l