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Home My WebLink About1871-D GENERAL NOTES C417"YOF 1. ALL WORK SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (GREEN BOOK, 1994 EDITION AND INCLUDING THE 1995 SUPPLEMENT) AND ALSO AS AMENDED IN THE SPECIAL PROVISIONS OF THE PROJECT SPECIFICATIONS. x. 1 2. THE STANDARD PLANS AND/OR DRAWINGS AS LISTED HEREON `' A =' '` It SHALL BE CONSIDERED A PART OF THE CONTRACT DRAWINGS AND SHALL BE ON THE JOB SITE AT THE TIME OF CONSTRUCTION. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FOR FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. CARNFILIAN STREET 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO C ENGINEERING DEPARTMENT PRIOR TANY ENCROACHMENT FROM VIVERO STREET TO 19th STREET CUCAMONGA RIGHT-OF-WAY.ORIGHT CONSTRUCTION OF sC WITHIN THE CITY ITY OF RANCHO GENERAL NOTES (CONT'D) 5. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE AT 18. REFERENCE IS HEREBY MADE TO A GEOTECHNICAL INVESTIGATION LEGEND LEAST 48 HOURS PRIOR TO THE START OF ANY REPORT PREPARED BY GEOSOILS, INC. (714)647-20277, CONSTRUCTION FOR SCHEDULING CONSTRUCTION STAKING. DATE MARCH 2003, ON FILE IN THE OFFICE OF THE CITY ENGINEER. (SEE GENERAL NOTE NO.8) -r I - I HV-1 V-1 6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE i' CONTROL 1350,00 1350.00 RAIL SIGNAL tea= 19. THE CONTRACTOR SHALL REMOVE ALL WATER MAIN P.C.C. THRUST CONTRACTOR IN ACCORDANCE WITH THE STANDARDS OF THE BLOCKS THAT INTERFERE WITH CONSTRUCTION AND REPLACE H��Esi E RD WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL PUBLISHED _ EDGE OF CONC. - SAME PER CUCAMONGA COUNTY WATER DISTRICT STANDARDS AT NO -- / TANK - BY THE CALIFORNIA JOINT UTILITY TRAFFIC CONTROL COMMITTEE Eso AVE ( 24TH ST COST TO THE CITY. _ --- y _• , LATEST EDITION, AND THE SPECIAL PROVISIONS AND THE PLANS a w w HEREIN. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED 20. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR BANY sT Q Q I ( ]ISUMMiT av EDGE OF ASPH. VAULT WITHOUT APPROVAL OF THE ENGINEER. THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR \ SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION EMo ❑ A� [ W� 1 r EDGE OF DIRT 7. 3 WEEKS PRIOR TO PERFORMING ANY EXCAVATION ON THIS QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OR WORK �=1 LHIGH�aNp VE ❑ DROP INLET ❑ REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN ~ 30 PROJECT, THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS TO 19TH =S3 - > 30 z THE CITY ENGINEER FOR APPROVAL. IF SUCH SHORING DOES NOT THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED w J AWNING 00, m T VALVE CONFORM TO THE STATE OF CALIFORNIA CONSTRUCTION SAFETY IN THE OTHER ITEMS OF WORK. w J ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY ' z vicTORiA PARK �N �� THE DIVISION OF INDUSTRIAL SAFETY, THEN SHORING CALCULATIONS 21• CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR BASE iNE RD BUILDING d CATCH BASIN ❑ FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND -- - _ AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA REGISTERED OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST PROJECT LHURCH F Q YCIVIL ENGINEER. THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED LQtvA�QnJ 14 Ui �1 ST �� i WATER LINE •' w q } SIDEWALK 8. SOIL BORING LOGS IN THE GEOTECHNICAL INVESTIGATION REPORT TO THE CITY ENGINEER FOR APPROVAL. m C Q BY GEOSOILS INC. DATED MARCH 2003 ARE MADE AVAILABLE FOR THE ATHi�� BLV ❑❑ cy C� S� ` ' FIRE HYDRANT +of 22. WORK SITE INCLUDING THE STREET SHALL BE MAINTAINED IN ----- ---- 6F AOUTE CURB AND GUTTER 100= 63.0 CFS G�aO = 7.0 CFS 925 =4.00 CFS V = 8.91 FPS V = 3.06 FPS V = 19.41 FPS Z U Z opo � Z U _ W + 012 16 0 -' 1460 1612 16 W a �r do oao0 Ci v Z j 16 � 22 j U '( o o EXIST. FINISHED SURFACE Z Qo o+ Un QO ZV) � + � � 1��. o II O I oo� L- v _.----------- _---- --C, N3_ 16 __�f-- 0 JE 16 12 0GL 14 SGA CoC01622H. . . �� k k �A J PSS +'3 A�Sd it S=0.989 g �h P 1440 ' 4 - __ Cr7210- 1440 S-0.0220 17 `r1`I ��• �'�''° SNL ,�k�2 RCP ao 1 29 RCP' CC > Q_ Q_ > g � 2 ca 0 1420 ►� M Cd i + n CONSTRUCT 13.27 L.F. r< °' 18" RCP, 1350-D + �+� � CONSTRUCT 66.78 L.F. LINE Q-1 36" RCP, 350-D PROFILE SCALE HORIZ : 1 " = 40" VERT : 1 " = 8 ' 0+00 1 +00 2+00 3+00 4+00 CONSTRUCTION NOTES (� CONSTRUCT 78" RCP, PER CITY STD. 120 AND 341, D-LOAD PER PLAN. J.S 11 0 STA. 0+41.84 O2 CONSTRUCT 36" RCP PER CITY STD. 120 AND 341, D-LOAD PER PLAN. A = 45' 00' 00" B = 18" RCP o O CONSTRUCT 24" RCP PER CITY STD. 120 AND 341, D-LOAD PER PLAN. C = 3' D 36" RCP O4 CONSTRUCT 18" RCP PER CITY STD. 120 AND 341, D-LOAD PER PLAN. = II O CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 300. 8 13 2 0 o C-4 � O6 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 303. M Q Z o Z � o o m cUn O7 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 307, CASE PER PLAN, H=2". _ + � �f r+7 a ' I ' + � Q O8 CONSTRUCT MANHOLE NOA PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 321. CONSTRUCT MANHOLE NO.2 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 319. C) N 00 II I Ln N 10 CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 336. o N C) I �1 �� 11 CONSTRUCT JUNCTION STRUCTURE NOA PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 333. 12 CONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 339. IIII �i 13 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 331. I � �� 14 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 329. T2" 2_ —qtr 12 o 16 15 PLUG END OF PIPE WITH BRICK AND MORTAR SEAL PER S.B.C.F.C.D. STD. SP176A. _- + A _ _ 2 _ _ - - - - _ 4 16 11+00 12+00 13+0 14+00 � - 16 PROTECT EXISTING IMPROVEMENT(S) IN PLACE. _ 16 17 ABANDON IN PLACE EXISTING RCP-SD, FILL WITH 1-SACK SLURRY. 16 ti 15 ` -- - - - `, 16 18 RELOCATE EXISTING IMPROVEMENT(S). - — v '#— E I� 4 E- B -�- --�_ EC 19 REMOVE EXISTING CATCH BASIN FILL DIRT COMPACT AND CONSTRUCT NECESSARY SIDEWALK, C k G AND A.C. Z \ I I I 14 — � — — — — 12 16 22 — — — — — — PAVEMENT TO MATCH EXISTING. � N, 47979 I �( 20 REMOVE dCONS TRUCT PORTIONS OF EXIST. X-GUTTER PER CITY STD. NO. 106 k TO M ATCH EXISTING. Exp. 1 2_ �� 3�1/G3 E V OF U OMODIFY EXISTING CATCH BASIN BOTTOM, CONNECTIONSANDCONNECT NEW PIPE LATERAL. W 0 o U A A: A = 89' 56' 20"c3 I POTHOLE UTILITY. R = 22.50ROAD Lj � � J CITY OF RANCHO CUCAMONGA 1� I Q l � CARNELIAN STREET o c? g � T = 22.48' 23 CONSTRUCT ACCESS RAMP PER CALTRANS STD. A88A, CASE C. cr g PLAN AND PROFILE + v vLn � w + N v STA. BC =3+11.54 � w 1- m 11 ``' STA. EC =3+46.86 BASELINE ROAD STORM DRAIN IMPROVEMENTS Q > i Q > � � _ Q � Q3o FROM CARNELIAN STREET TO NAPA STREET CC) N M 3 > 3 W N 00 U 0 ui CURVE DATA: W v 3 � N 3 0 A = 45' 00' 00" z 16 16 16 5 LI N E "B" 3 Underground Service Alert R = »s 0 12 7 3 APPROVED BY : DATE : T = 9.32' STA. BC = 9.32'17 CITY ENGINEER R . C . E . NO. 24953 FORE r Call: TOLL FREE STA. EC =0+41.84 NoxR> - �. � � -=' A SLbsdary d Westrran u �- t - ; s, 1fx1 I—V OO 400 N. Tustin Avenue Suite 230 1p Tel (7141 973-2230 Santa Ana, CA 92705-3813 (71 ) 2 227-2600 _ �'M_ Fax 973-2263 -'-_ 18 3 Pr Dred under th ervisIf. - I r NO . R I T I N OF R V I ION DATE CITY 1871 .,� ,�- vV�EK�N� DAY BEFORE YOU DAG DESC P 0 E S APPROVED - r 0 X .0- 100 r'1�� V =35.96 FPS V =36.16 FPS', N V =36.42 FPS QO Q100 979.0 C S z o V =35.96 FP \ 16 4.Q ? y •� U) N EXIS . FINISHED o SURFACE ® TOP OF PIPEA k • P, ►�� r y� •O 00 1616 A P 118' RG S.0 0434 cV = EXIST. FINISHED SURFACE ® T P OF PIPE .� k 00 w r -- S-�0 385 22 H.G.L.. i GO 12 16 Z 10 _ " o g0 1 60 oo N o II �� oW + � k �I II 5,0 0385 v CONSTRUCT 90.33 L.F. 78 RCP, 1350-D -I I- v W > 0 (WITH 1- ADDITIONAL WALL O I o THICKNESS OF CONC. OVER CL Z o > REINF. STEEL) 00 • MN - t5_0.0284 °p � ) o0+ N+ 00 OD.- '� CONSTRUCT 423.94 L.F. CONSTRU T 454.33 L.F. w Z 78" RCP, 1350-D (WITH 1" ADDITIONAL WALL THICKNESS OF CONC. OVER REINF. STEEL) 78" RCP,l 1350-D (WITH 1" ADDITIONAL tVALL THICKNESS OF CONC. OVEN REINF. STEEL) o � co z 0 oa cNvO00� PROFILE SCALE o rjao HOR I Z : 1 " = 40" VERT : 1 " = 8 ' 79+00 80+00 81 +00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 6 9000 16 12 7 I ^ 16 22 1 5 owe Q Q ` " � o o Q Qv 4 � N a w .� g 7 16 16 o a z M =w^ 3 3v C3 � + o 3 U w 3 v w = Z cn � Q tp + Se 0-c0 00 O in � C 1: 00 cD 3 : O s `� w J (n I + + —J 00 moo N' 000 d N d N a N `0 3 `� SCALE: 1"=40' I CIDo ,W a 7 a Z: � <n o a ~ z CO in + + �or 00 w K/) cn i.-:to — — — it w� 0 J Q > 0 �- _ o CoQ — 1 V) 3C 23 16 4 0 �- �.C. 20 00 macs 4 - -- — — — — 0) - - — - - / B O li rt I, A ci - ° 5' 45 45° . t W1+00 - ---- 8„c 82400 - - 83400 - 84+04 - - -85+40 _ _ - - 86+00 -- 87+00 - 88+00 - - &9+ 89+47.68 N. LiJ 80+OQ\ 81+35.26 N. _ 1-0+00.00 E. 8"pfd — 3"G 8" 3 - g"W _-3 �� g" - - -=1 + Z 11�3 VV J VIVERO ST. CD C) CALLE CARNELIAN STREET Z N DEL PRADO BO CURVE DATA vi AO CURVE DATA � R = 22.50 � � � -� � R = 120.00' ^ _ A = 45 00' 00" Z �; o " - ��' if- �y - z g A = 16°35' 52" L) "' L = 17.67' m '�' v v L = 34.76' n c� c� m v c}' T = 9.32' �, o v ' - z T = 17.50' � U- w w o r` � STA. 0 B.C.= 0+28.47 N uri LLC)I "°- 4'g'9 CL �-j a U- �`' O Q O o co O cn W) o Exo 12/31/03 V w Q in U w a w w a0 m > 3 w > w 3 II � z + 00 co > CONSTRUCTION NOTES `� °° 11 9 9 1O CONSTRUCT 78" RCP, PER CITY STD. 120 AND 341, D-LOAD PER PLAN. CITY OF RANCHO CUCAMONGA 4O CONSTRUCT 18" RCP, PER CITY STD. 120 AND 341, D-LOAD PER PLAN. 5O CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 300. PLAN AND PROFILE O6 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 303. CARNELIAN STREET STORM DRAIN IMPROVEMENTS 7O CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 307, CASE PER PLAN, H=2". FROM VIVERO STREET TO 19TH STREET 9O CONSTRUCT MANHOLE N0.2 PER CITY OF RANCHO CUCAMONGA STD. PLAN N0. 319. Underground Service Alert 11 CONSTRUCT JUNCTION STRUCTURE NO.4 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 333. APPROVED BY : �� DATE : 12 CONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 339. C I TY ENG I NEER �� ° R . C . E . 0.-24953 \ `� c Call: TOLL FREE 16 PROTECT EXISTING IMPROVEMENT(S) IN PLACE. - . �._ .n. , NORRI3 �B 11 20 REMOVE & CONSTRUCT PORTIONS OF EXISTING X-GUTTER PER CITY STD. NO. 106, & TO MATCH EXISTING. - - - _ ____ - A r a Westren 1—800 - -- 400 N. Tustin Avenue Suite 230 Santo Ano, CA 92705-3813 22 POTHOLE UTILITY. „ \ M aux(�);�)973 973 z2s3 3 8 227-2600 _ .,F- ` 23 CONSTRUCT ACCESS RAMP PER CALTRANS STD. A88A, CASE C. Pr un er t Supervis, of: c. DATE �^� C, � f�/i-s3 1871 CITY V�_, JJOKNG DAYS BE ARE YOU DIG NO . DESCRIPTION OF REVISION APPROVED Q100==948.0 CFS Q,,,,=885.0 CFS ----- V V 36.15 FPS V =26.66 FPS 2 � �o X �� J _ G Q100 =970.0 CFS _ 2 �q 5C k , i 12 16 ii V =36.42 FPS ' `isr1s+`�j Pt, li ii �. �010 __ 2_ ue 1440 2 " EXIST. FINIS ED SURFACE � �f�RR �6 _ 3 z ® TOP OF DRAIN �� k yd GO � 00 + `� 12 .G.L. }-4 - ___.___ _ _ ___ 1420 + (A 16 ,76,.. 16 00434 � � Lp,�• „ k�* SGP 000 00 ? Oo 'n 4P'(. G o v o v - CONSTRUCT 93 LF. 78" RCP, 1350-D _ 2A _ Or 00 5 0.043 so�Nv c 00 00o' U) cr) 0i �cA ',4 � '` CONSi77UCT 543.33 L.F. o + 0 78" RCP, 1350-D (IMTH 1" ADDITIONAL WALL THICKNESS OF CONC. OVER RE1NF. STEEL) 00PROFILE SCALE + CONSTRUCT 450 L.F. HOR I Z : 1 " = 40" rn 78" RCP, 1350—D (WITH 1" ADDITIONAL WALL THICKNESS Ot CONC. OVER REINF. STEEL) VERT : 1 " = 8 ' 90+00 91 +00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101 +00 1 5 5 22 a J U U- = m S \ 7 16 U o 7 16 � _ :i W LA- 12 N m 3 in m LLJ 3 C:> m 3 34 ooz o ACV II I . 00 p I c0 J o O v I + `� +_`J' Q v SCALE: 1"=40' rn �' o mz Q N _o CV L > Of a) o 0 "00 rn II > Lil oo L + 0 � Q > a z o 0 1 0 I Z N J -- I „ 4�!LL1 ISI 0 0 a J in 3 4 3 _ �` __lea - 0 — — - — — — — C— —. — — — — — — — .� — — — — — -- = 0 Cn - ° 16 0 O 12 12 12 0 12 12 16 —�6"dry- 16 16 z Q 45 Q Z - - - - - - - - ~ 0 00 91+00 - - 92+00 93+Of1 - _ OQ --- - 96+00 __ <_ --- 97+00 - 98+OQ - - - -- 100+0 .54 N. 101 W -_ ; - - e 94+DG -_ - 95f -- _ _ -- - - - 99+D-0 _ + W 1p0 W U Ld (n Q U Q BASE LINE o g z CARNELIAN STREET N ao N p.-) M C y (n Chi U C� C� O W `i C3i C� �}I V) W a LL-O too �`' O Q o o (f) Of of o �`' O Q LL- z U ¢ w ¢ w 3 w ¢ ¢ w 3 vi 3 v w a o No a79,y > w L7 3 = + + c� i,j 3 _ > c� z * EXE 12 31/03 : a0 : O 1pp, e s O cv O N in 00 i0 r7 — oo N r1-1) 11 r i00 c14 -.t N 00 > � in �r�� C 1 V I 9 12 \� AC�`/ CONSTRUCTION NOTES 16 MH 11 ® STA. 99+98 2 CITY OF RANCHO CUCAMONGA O CONSTRUCT 78" RCP PER CITY STD. 120 AND 341, D-LOAD PER PLAN. A = 450 00' 00" B = 36.00" RCP O CONSTRUCT 24' RCP PER CITY STD. 120 AND 341, D-LOAD PER PLAN. C = 3.0' PLAN AND PROFILE D = 78.00" RCP O CONSTRUCT 18" RCP PER CITY STD. 120 AND 341, D-LOAD PER PLAN. EL. S. = 1431.25 CARNELIAN STREET STORM DRAIN IMPROVEMENTS 5 O CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 300. EL. R. = 1431.32 FROM VIVERO STREET TO 19TH STREET O7 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 307, CASE PER PLAN, H=2". Underground Service Alert 8O CONSTRUCT MANHOLE NOA PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 321. APPROVED BY : DATE : !� f C I TY ENG I NEER (i / 'p�� R . C . E . NO. 24953 9O CONSTRUCT MANHOLE NO.2 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 319. -- -- -- Call: TOLL FREE 11 CONSTRUCT JUNCTION STRUCTURE NOA PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 333. . O12 CONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 339. �K 400 N. Tustin Avenue Suite 230 IIII� —800 " ' Santa Ana, CA 92705-3813 227-2600 16 PROTECT EXISTING IMPROVEMENT(S) IN PLACE. M Tel ��7)) 973-2263 4 18 Pr un of Super-As of CITY ( ` 7_ 22 POTHOLE UTILITY. y -!VV( wOFKiNC DAYS BEFORE YOU DG NO . DESCRIPTION OF REVISION DATE APPROVED '- " F 1871 Q too= 874.0 CFS V = 26.33 FPS Q Q100=884.0 CF 0 wo=875.0 CFS V =26.63 FP8 V =26.36 FPS -' U t- N 1480 � r"7 = tp Z Z X EXIST. FINISHED SURFACE UO ® TOP O DRAM_ _ C' A, d + J_ + �— N H.G.L. _0 02x8 CO R 17 k ++ �-- R a GP`' JAR o r Pg PN Z CO G�`8J COIR 8 I S=().0268 k� �NJ• A�8A ,N�• a a 18' 0^0 1AA1•RCP' ►� z o z �� U U(0C) Oto Now ,NJ' �� + � CN � - k35 2GS-0 0320 , rn � � 1 = Or CONSTRUCT 230.33 L.F., 78" RCP, 1350—D S 00 cc z g z c`no 00 00 + K Z g ? � oCONSTRUCT o �463.3 L.F., 78" RCP, 1350—D + 0 °�° PROFILE SCALE CONSTRUCT 397 L.F., 78" CP, 1350—D HOR I Z : 1 " = 40" VERT : 1 " = 8 ' _ 101 +0 102+00 103+00 104+00 105+00 5 106+00 107+00 108+00 109+00 110+00 111 +00 112+00 5 1 7 N W > ROBERDS ST. �, �, W � � > pp � 7 1 ^rWj) U O L� 3 U_ ~ � \ O _J w ¢ Li = O U p w O W U = O U O w \ U O U J Z = CL _j U �n a a' 3 �`' 3 3 m cri 18 ST. SIGN N Z u7 Q O w co LA_ Li 3 3 m ir, N U I c0 �� -_ ,., `o O Q �' L4 ~ ' ' 3 "' 5 ST. STA. 10+87.50 ' LINE AV— 00 o Q 3 "' 3 "' 3 + �p ? 7 W=28', V=7' (LD=CASE E) I I ,; "' ;r, o _ N W oo _J „ o � LLJ moo SCALE: 1"=40' w Z oo U 16 2 DIAM. TREE I Oa > a J � 0 16 En J O FN + 0 0o N _3 O N 3 � 0 4 O Mo 23 0 16 cr_ C O + 19 .� — - - - - - - — - - - — -- - - - N (.0 - fi O — - — �„ - -�- �-- T - - - - - - - - _ — W_ 5 �- - -�- __ _ - - �— z Q 60a 16 17 60, 4 45a 16 Q V) — — _ _ _ W W 0 102+00 103+ 45 4 16 12 104+00 104+72.77 N. 10 00 106+00 107+00 108+00 _ _ --- --- - — 109+00 110+00 W W 10+00.00 E. 16 1O7+ N9Off� 111+00 11 —+ — - — z 2 _ _12" 12 - -- — ' ,_j W T_jT �D - Lli =: - - - - - - - - - - - - - - - - _FN - W Ljj 14 15 - - C) 15QI"- I_ •t C5 0 Z - , Z I V' CARNELIAN r^ "I V' _ _ STREET CD z I N z LOMITA DR. � cNn � � �, n3 m w m w �Z.y v CD - c�-i cam' C:) LU m o0 0o ry o r� No a7g7g O Np Cts IQp Q U co N0 � 0 Qp O co * Ex 12/31/03 0Ili 0i o c¢9Uj > Uj 3W ~ rn o � P _ ¢ U 3 + J V � Ln cD Ui > �i e w � + + O � 00 N O O �. SOF Pty' 11 16 11 g g 21 CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES PLAN AND PROFILE _. tO CONSTRUCT 78" RCP PER CITY STD. 120 AND 341, D-LOAD PER PLAN. O4 CONSTRUCT 18" RCP PER CITY STD. 120 AND 341, D-LOAD PER PLAN. 16 PROTECT EXISTING IMPROVEMENT(S) IN PLACE. CARNELIAN STREET STORM DRAIN IMPROVEMENTS r O5 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 300. 17 ABANDON IN PLACE EXISTING RCP-SD, FILL WITH 1—SACK SLURRY. FROM VIVERO STREET TO 19TH STREET 3 Underground Service Alert O7 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 307, CASE PER PLAN, H=2". 18 RELOCATE EXISTING IMPROVEMENT(S). 3 APPROVED BY ' DATE : 9� CONSTRUCT MANHOLE NO.2 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 319. 19 REMOVE EXISTING CATCH BASIN FILL DIRT COMPACT AND CONSTRUCT NECESSARY SIDEWALK, C & G AND A.C. PAVEMENT CITY ENG I NEER R . C . E . NO. 24953 PAVEMENT TO MATCH EXISTING. Call: TOLL FREE 11 CONSTRUCT JUNCTION STRUCTURE NOA PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 333. _ , 20 REMOVE & CONSTRUCT PORTIONS OF EXISTING X-GUTTER PER CITY STD. NO. 106 & TO MATCH EXISTING. MIMM-FE117KIR ^uf J C1 CONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 339. �' - ' A& •v of wes>na-, s 1-800 21 MODIFY EXISTING CATCH BASIN BOTTOM, CONNECTIONS AND CONNECT NEW PIPE LATERAL. 400 N. Tustin Avenue Suite 230 nu 14 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 329. Santa Ano, CA 92705-3813 Tel (714 973-2230 227-2600 23 CONSTRUCT ACCESS RAMP PER CALTRANS STD. A88A, CASE C. DM Fox (7,�) 973-2263 5 18 3 PLUG END OF PIPE WITH BRICK AND MORTAR SEAL PER S.B.C.F.C.D. STD. SP176A. Pr or un or Supervlai of nF- 'WC' W'�EK!NG DAY BEFORE YOU DIG NO . DESCRIPTION OF REVISION DATE CITY `EW �rt�.. y/x`03 1871 r APPROVED - 0 L Q X 0100=848.0 CFS 0i00 s 827.0 CFS Choo - 601.0 CF5 10100 = 793.00FS V =2,"-).56 FPS V =24.92 FPS V =24.14 FPS V = 23.90 FPS Q Z Z J J U N U U tt O et O et K Z O p t0 QrpO 874.0 CFS a100=860.0 CFSF' 0 0 0 0 + � --------- --- Y _25-3.3 FPS ._ . - - - -- -- _. V =25.92 FPS - Q + + ^' N N U - Q trj NLL cj Z + 2 �- N U N Z ao EXIST. FINISHED SURFACE ��_ 16 v ® TOP OF DRAIN pklo R 50 �N + _ �- G p 1 8 �N A92 RGP N y �S�D� A 1Nv' A90P, 1a 0. 16 H. + Y, RG S= .� t fi ` .G.L. A$g 1490 R _ ___.__..___ A R ' ---- --- Gp F, PS p�� 2 x � 17 12 16 A x x g 1N 5_0.0268 A�69 S �tiL 1NJ. g� �N�i. S_0.0268 1470 147(01 18 a a v a S=0.0 A �O�? 00 oo ?Nz oo z �tp � �"iNO to 0(0 ON ( ._ + 00 + of + OOi±o� M O� NN n N 'tNIt IN o cov oo CONSTRUCT 265.33 LF., 78" RCP, 1350-D ONSTf2UCT 410.33 LF., 78" R 1350-b CONSTRUCT 130.33 L.F. 78 RCP, 1350-D o 00 ., + �- + � moo PROFILE SCALE CONS UCT 280 L.F., 78" RCP, 1350 D ^ ^ H O R I Z : 1 " = 40" - ----i -- ---- VERT : 1 " = 8 ' 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121 +00 122+00 123+00 6 5 6 7 7 5 7 7 5 5 7 N �6 o WLA GRANDE ST. o Q 9 J1 � p W N ' MONTE VISTA ST.CN � �N 1 O Q r U U CJ = \ \ 3 J O W Q J J J cc:)) W W W Q r^ V U \ LL LC �' 00 e� rn L� U U U S p (n U \ p (n O W U W J 0 O w N ZD + U O I 16 II w o U U Q U U U Q 18 L1) o N Ve 3 Q II 16 0 0 0 w w U \ U a; c.1 d' oU u` 3 3 3 c� _ (n z _ o o x r� oNU 0 0o Iz I o+ � W W U 0 .� + ° � 00 0 + II .- I 16 C> d mU I Il �{ `� 0 p (L r` (L l u- L Q C:) "C) of "' 10 3 N Ln ;; O N Q 00 `t I Q- 00 I N I N N O 3 3 3 w 0 _ 3 I N cn z cn �- I m I I� + o N o O Q 1 I a Q m of w o _j o f 0 I cD II + II O H- Vl > N Q Q _l 3 N N + O 'n ~ II `n O_ - Q _O Q _J N Q r 3 g Q I C14 _ �_ Q v vi vi SCALE: 1 =40 Ln Ill Ill + LiJ cn > Cr > LI � c� (n AL1 �- n cn 11 � z = 0 Q r N (/) � Z .l II 0 3 o: (n Q m N Q Z _mQ _ Z I a - Ci O m v N � w Q 3 J 4 73 N a c� 0 -N 00 - Q Q N oo - N z � _� N J oVc O CL: NONo � z I LLJao J 3 N 3 00 3J i 121 10 4 � 3 3 00 0 O Q 1g- 6 a 0 O -- - - - C. L0N � - - ��„W _ - - - T _ _ _ - - - - - - 2 - - - - 8 11 _- _T w - „ O 1 - _ 3 6C, 3, i W - w- 16 O z 16 ° -- 8„S Q -- � - - - - 16 45�- 45 - - --_��"S sir S 8 450 4 ° � � 45°�, W (n 00 113+00 114+00 115+00 115+2439 N. 116+00 117+00 60° 118+00 119+00 Q ~ Al 120+00 121+0 (n W W W 7A _ _� 10+00.00 E. 117+25.72 N. "' I 122+00 123 W � Z _ 12" 10+00.00 E. 4 - - - - - - - - W (n t V) U (� Q J Vi N U z ' z z Q QR�FESSI0N o CARNELIAN w STREET z ^ o ^ Z 2 ^ N J J Q A W Z Z w z LA VINE ST. -- U m w z , (.i °O v J C5 o U + o N o 0 0 ® o � i u No 479,0 z , \ m w U o o lv �[ Exp 12/31/C3 l� / N U U I �\ O O O N t0 to Q 10 0 A� CURVE DATA 1 oo a Q w o 0Ill 00 C14 _ �F A l > 3 A = 45°00'00" > + °+° + 3 Ld 3 w g - �'� -co N N R = 22.50' 11 11 , °O in CURVE DATA CITY O F RANCHO L = 17.67 3 -� � " CUCAMONGA T = 9.32' 11 9 16 A = 45°00'00" STA. B.C.= 0+32.20 5 R = 22.50' STA. E.C.= 0+49.87 7 L = 17.67' T = 9.32' PLAN AND PROFILE U-; STA. B.C.= 0+18.74 STA. E.C.= 0+36.41 CARNELIAN STREET STORM DRAIN IMPROVEMENTS CONSTRUCTION NOTES FROM VIVERO STREET TO 19TH STREET a 3 Underground Service Alert O CONSTRUCT 78" RCP PER CITY STD. 120 AND 341, D-LOAD PER PLAN. 11 CONSTRUCT JUNCTION STRUCTURE NOA PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 333. 3 3O CONSTRUCT 24" RCP PER CITY STD. 120 AND 341, D-LOAD PER PLAN. 12 CONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 339. APPROVED BY : DATE : , y CITY ENGINEER /, ( � �� _ ' D O4 CONSTRUCT 18" RCP PER CITY STD. 120 AND 341, D-LOAD PER PLAN. 16 PROTECT EXISTING IMPROVEMENT(S) IN PLACE. G R . C . E .R . C . E NO. 24953 ° Call: TOLL FREE °„ OS CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 300. 18 RELOCATE EXISTING IMPROVEMENT(S). 3= NO�tRI3•RBp'tB - . aooSry d wesvia�� ------ O6 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 303. 20 REMOVE & CONSTRUCT PORTIONS OF EXISTING X-GUTTER PER CITY STD. NO. 106 & TO MATCH EXISTING. N. uetM Avenue Suite 230 Np� - " Santa Ana, CA 92705-3813 227-2600 D CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 307, CASE PER PLAN, H=2". Tel (714) 973-2230 DV Fox (71 4) 973-2263 6 18 3 9O CONSTRUCT MANHOLE NO.2 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 319. P� unser the sip Ian at J CITY � !✓ y_/G.i3 wr woRINc DAYS BEFORE YOU L�Ic NO DESCRIPTION OF REVISION DATE APPROVED `Ew' 1871 --- 0 n X QT - 775.0 CFS 400 = 775.0 CF V = 31.11 FPS V = 31.11 FPS' QT00 793]O CFS V = 23.91) FPS e 1540 + r R Q = r � j' CQ� _ ... ' N � EXIST. FINISHED SURFACE N o ® TOP OF DRAIN -� 00 H.G.L. S_p.0311 MIN 4r - 5 �_p_0311 0 �NJ 150, RGP W 2� 1500 U � S-0 11 0^0 a aO00rnU � � od o om- + 6� met + L6 ++ N tCc N � ^ LO Tv) Lo 0 oao CONSTRUCT A79.33 L.f., 78" RCP, 1350-D CONSTRUCT 431.33 L. , 78" RCP, 1350-0 o Nu d 0 (WITH 1 " ADDITIONAL WALL THICKNESS OF CONC. OVER RE NF. STEEL) (WITH 1" ADDITIONAL WALL THICKNES4 OF CONC. OVER REINF. STEEL) In C14V PROFILE SCALE CONSTRUCT 180 L.F., 7 " RCP, 1350-0 ^� �^ H O R I Z : 1 " = 40" 1------ -- - --- - - VERT : 1 " = 8 ' 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131 +00 132+00 133+00 134+00 5 7 g 1 WW Q � � �� 1 9 MIGNONETTE ST. 1 U U U J Lj Q N C7 d N Lv� U = _ p^ � 1 J O O U Op Q U • Op ^ + d + U U U U U \ (� M O � t\ w O U L� L� I I U 3 3 �p O 11 rn I rn c0 � �� w Z `� O �LLJ O O O 3 N — 3 ��" `� N N 1- C14N SCALE: 1"=40' � o to � a m Z 3 u' q R W I I I 1100 <N � II N CD 3 C4 N >_ z � U + + 11 O N N Q 3 U e =r+� 00 I 1100 00 U U m 00 0 °° N 3 0 CID O V 0 W o 0 3 O CL + l- — - - - - — — — — i 19 0 to 00 8" _ - T -- _. T — — 00 0 3„� - 3 - - -3 A — Q„ ----- 8 'W- -- — O z — — 45° tl 6 _ — — Z W � 00 124+00 125+00 3 � 126+00 A 127+00LLI 128+00 129+00 130+00 131+00 132 00 _ 1 p5 00.000EN - - - - - - - - - - - 3 ��'C32-+09t�t - 133+00 134 W W — — 3 � — 3 G 3,.G -- W = - — — 12” 10+00.00 E. — — z -- 8»�-- - cn g„ (V W I W W ('0 (, - - - - - - - - - - - - �- - - - - - - - - - _ � CARNELIAN STREET Q \\ pR° E`S, °"A, y AVALO N ST. AO CURVE DATA: J z R = 120.00' " ^ 7 A = 14'50' 06" o No 479-71 c� o L = 31.07' Exp 12/31/03 m ui w T = 15.62' ` U \ . CIVIL Q Q�, U- q G 3 Uj O r` vi Uj N 0000 CONSTRUCTION NOTES w + + CITY OF RANCHO CUCAMONGA M 00 C4 (V N 9 1O CONSTRUCT 78" RCP PER CITY STD. 120 AND 341, D-LOAD PER PLAN. O3 CONSTRUCT 24" RCP PER CITY STD. 120 AND 341, D-LOAD PER PLAN. PLAN AND PROFILE O5 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 300. CARNELIAN STREET STORM DRAIN IMPROVEMENTS O CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 307, CASE PER PLAN, H=2". FROM VIVERO STREET TO 1911 STREET OCONSTRUCT MANHOLE NO.2 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 319. Underground Service Alert 16 PROTECT EXISTING IMPROVEMENT(S) IN PLACE. APPROVED BY : DATE r � 19 REMOVE EXISTING CATCH BASIN FILL DIRT COMPACT AND CONSTRUCT NECESSARY SIDEWALK, C do G AND A.C. CITY ENGINEER 1� / {� C�,�` R . C . E . N0. 24953 R-_ Call: TOLL FREE PAVEMENT TO MATCH EXISTING. - -�� wORIM- ;/�� - - -- - ! A y of Westrian 1-800 800 s: , 400 N. Tustin Avenue Suite 230 Santa Ano, CA 92705-3813 ` Tel (714 973-2230 227-2600 1111/ 4 1 Fax (71 ) 973-2263 7 1 8 Prepared under the Supervis of. CITY yiG-o3 NO . DESCRIPTION OF REVISION DATE APPROVED `E"` - 1871 TWA; WORKING DAYS BEFORE YOU DIG -__ 0100-737.0 CFS Q 100=735.0 CFS Q1 70 735.0 CFS Qto = 409.0 CFS UISANCE F 0 NUISANCE FLO V = 31.06 FP 5 V = 30.60 FPS V = 16.64 FPS V = 35.53 FPS 0100=775.0 CF 6- V = 31.11 FPS C Q 25=18.0 Cfs Q25-31.40 Cis Q 25 -5.36 Cf D Z t= - p V = 10.19FPSV = 17.46 FPS V = 19.15 FPS \ 12 UZ � v 16 1 ++ Oa JG �- Cr em �c o 16 +Z ,jZ '� p Nd o X00 `� i 3° � Go 'v2 ►ham �_- R R � �-� ..� � � O +z EXI S FINISHED SURFACE =6 �S�'`/� ;�yq 6 G r - �- _ _moi-17 �ssr9 W o '� �`Ssr9 p N ® TO OF DRAIN �- 6'*�9�8 Ir coF� _jr vo-, ��>,(S=0.009 7)y � + iii t �� I v 1 y - - 16�� i S=0.0149) _ _ �0,DR18ry R 75 /NVI 16 \ ` 036 , ir,cqs W. - 'C - T �'o l` H.G.L. Pt�p ER R H.G. _/,5, U. 16 co�� 12 16 H.G.L �' $ G �� 9�C'� �g. �55 GA��R k� � G ��oQ,S1' k 5 �N�. 5=0.0400 v U 16 k DO 1NJj S_0 ' 25 �N �53A RGQ, 1ghQ JGQ.1 p4 . 2 �5 00 00 0o 00 �53� RGQ' �a 2'o rn 16 12 � S`oo9 p0 �S, 6 P' 2A , 2200 Z Z z S ? OZ X16 O ^ rn r\ LO � otn CONST. 19.45 L. CONST. 47.25 L.F. Ct Or � 0L 18" RCP, 1350- 18" RCP, 1350-D Q U : t III: cr_ aD a0 N N 00 00 LINE A-21 LINE A-22 1520 00 15 2 0 U U � Z 2 Z Z Q; ^ , Go ^� ^ O � N � O cOpN 0^0 0^O Z O O oa to tp * (6 nj N o0 p N O Z Z + O 00 It -►"I t' ro t� CONST. 32.47 L.F. CO T. 46.25 L.F. CONST. 19.80 L.F. o v Loo^ C STRUCT 369.41 L.F., 78" RCP, 1350-D 18" RCP, 1350-D 24" 'RCP, 1350-D 18" RCP, 1350-D CONST. 50 L.F. , � (WITH 1" ADDITIONAL WALL THICKNESS OF CONC. OVER REINF. STEEL) 78 RCP, 1350-D � .- .- .- LINE A-19 LI E A- 18 LINE A-20 (WITH 1- ADDITIONAL PROFILE SCALE WALL THICKNESS OF H O R I Z : 1 " = 40" CONC. OVER REINF. STE L) VERT : 1 " = 8 ' 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141 +00 142+00 CONSTRUCTION NOTES 6 5 1O CONSTRUCT 78" RCP PER CITY STD. 120 AND 341, D-LOAD PER PLAN. 7 7 5 16 16 --6 w w HAMILTON ST. w w 7� 1 12 16 16 21 33 CONSTRUCT 24" RCP PER CITY STD. 120 AND 341, D-LOAD PER PLAN. g _j o ``'U' Li w Q P3 `� w = o = = o O4 CONSTRUCT 18" RCP PER CITY STD. 120 AND 341, D-LOAD PER PLAN. U ® 0,n° n DO ( 8 1 01 o cQ,�' o V) O J U a N " cn o ^ •- + o N N o o V 3 I oo > c� + Z + O5 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 300. m Ln N I 3F 18 I o �� + o I 3 3 I 1<C C:) 00 m 00 a ,� w °° , SCALE: 1 =40 3 (A U ail Q I I Q P '� �- Q a N 00 �' `�' 0+0 0 I I O6 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN N0. 303. a � cn � _ _ > to > I V� ILLJ 1- II 00 N 3 LL.I � 3 Q J d 00 z 1 N Z o0 0_ `�' � Z U g 00 Co+ N oo I I I O7 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. PLAN N0. 307, CASE PER PLAN, H=2". ao Q 3 --1 j 174 o ~ J " "' � N o `" "' I 9O CONSTRUCT MANHOLE NO.2 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 319. ST.LIGHT 16 a w °M° II I I 10 CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 336. O - a O 4 I J 11 CONSTRUCT JUNCTION STRUCTURE NOA PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 333. + 20 00 - - - - - 12 CONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 339. 4 - - o0 3 1� R"W -- - -- g" - - 5 17 - - "W - _ _ 15 PLUG END OF PIPE WITH BRICK AND MORTAR SEAL PER S.B.C.F.C.D. STD. SP176A. O - B. 45° 45° � 5° 16 PROTECT EXISTING IMPROVEMENTS) IN PLACE. - 17 ABANDON IN PLACE EXISTING RCP-SD, FILL WITH 1-SACK SLURRY. W 00 5+ 0 -® + - -+ - ._� �! ---� 6Cl --- -- 137+00 _ + W - �„ 136+00 TF 158+0 4' 139+00 140100 141+00 142+OC 18 RELOCATE EXISTING IMPROVEMENT(S). G -- 140+32.58 N. W _ -- z 10+00.00 E. - - - �� 20 REMOVE k CONSTRUCT PORTIONS OF EXISTING X-GUTTER PER CITY STD. NO. 106 do TO MATCH EXISTING. MODIFY EXISTING STING CATCH BASIN BOTTOM, CONNECTIONS AND CONNECT NEW PIPE LATERAL. W - - _ _ Q - - - , STREET No 4797 i z CARNELIAN � , �n o ~ 0 19TH ST. U O D\/�/\/ * Exp 1/31/03 g wo Z z AO CURVE DATA ,� N N T N N ,:� o T.S N0.336 ® STA. 138+24.08 �. U O + Z + O N o o JCIVIL c; J o II N Al =45.00 A2 = 60.00 IN o - ao ao Li z z N A = 45 00 00 ® w w "_� z '� o+0 3 N Bl =18.00" B2 = 18.00" \ o R = 22.50' V -) oo d ao 0o Q ao I C1 =2.00' C2 = 2.00' w o L = 17.67 v' o � o o � „ Q Q w o T = 9.32' a N N �' N N (nv Q D1 =78.00 D2 = 90.00 CITY OF RANCHO CUCAMONGA �+ m ,; STA. B.C. =0+10.39 > 0 v 00 00 `" ? LiJ S1 =1545.75 S2 =1545.75 00 '? v STA. B.C. =0+28.06 00 �,, � if r? M if U w z R1 =1545.91 R2 =1545.82 16 g 16 1s 11 10 1s -I PLAN AND PROFILE 21 CARNELIAN STREET STORM DRAIN IMPROVEMENTS FROM VIVERO STREET TO 19TH STREET Underground Service Alert APPROVED BY : A DATE : - -,.i f CITY ENGINEER �J / �� R . C . E . 0. 24953 IZ �z Call: TOLL FREE v� NOTE: WATER METER SHALL BE RELOCATED PER CCWD STD. N0.2 - a ��,Y a w�tr,�� 1-800 400 N. Tustin Avenue Suite 230 1111 Tel (714) 973-2230 227-2600 " � Santo Ano, CA 92705-3813 `M Fox (71 ) 973-2263 OF_ �- Pr and t Supervial of: NO . DATE CITY FEw i � �. ....� )/ p 1871 4 WORKING DAYS BEFORE YOU DIG DESCRIPTION OF REVISION APPROVED - Q25 =3.0 Cfs Q25 =9.0 Cfs Q25 =1.6 Cfs V = 14.72 FPS V = 17.98 FPS V = 21.46 FPS ►� ~ Z Z _ Z Z z C) � \ - - -2.00 Cf -14 o Q s Q 00 Cfs - -� CO U U 25 25 ~ \ U W U Q =2.40 Cfs _ U W J 7 O - _ 00 25 V 1 44 FPS V 4.46 FPS p o� �R Or UN a oo V = 13.63 FPS Cr °�3 a v- Q =15.0 Cfs Q 25 =23.0 Cfs o z Q 25=17.60 Cfs �Rp o LA- +o �s T o o Z V 25 21.69 FPS V = 20.91 FPS QRS, o(6 V = 18.19 FPS p = V) �s O ISI > 0 o 0 = Z T�, ZO z To � °p� o � �= J � \ 16 oU NUISANCE 16 16 w U N tY a- n N ``' 1450 1470 w o z 1500 w o N o 1400 1430 0 \ FLOW �� > o 3r o of o > 0 0o z � v V) o oa,z cno + H.G.L O� p z `�� v zo w o00 s� o + v off = 0o N R o � S OU w > Opo Oma = _ 16 + o p Co JE ►_ z T - �r U ' o + Z p + off `t Qf Oil 0 o z SEL A, GG cn H.G.L. w o N \ J'q 3 v o o 16 8 o R89 �sr8 \ w Cr- O + \\ 7 > I x 8 9 > s� + Nvi 16 k � o oU � U �G � � �\ - o IIS % �9T -- - - 16 � T �p + J, H.G.L. o O \\ �6, co a o 00 + °p \ "c F� x B'" c T�, U �` s° �0 �G J _ +_ _, 12 0 ��'Q \� c�TF, '- co +_ _ GGNO. 00 \SJ 1 A�5 2 \C + I IC'5-r3r9 P��RE60 H.G.L. L� + 16 9) H.G.L. H.G.L �00P�. 16 � S_SQL JER `p 0.0291380 1410 S Go 1430 1450 '� v' \a 1480 66S=0.71 H.G.L. $ S' °1 6p 1`3 .� 6 S• a ao 0o 60 5� °p N 12 Cl- 00 v o 1g�6 00 16LO a Z N ? ? 26 S o > U ao 00 a a o_ a z - � � O � � o o � 1A5g' GP, OZ 00 ^ U U U U n CO ^ Or cc Cr CN Z W) LO K � 6 `r CONST. 58.11 L.F. "� n Cr + > ^ 00 - 00 � `f cy CL O ^ N O ^ 18" RCP, 1350-D O cr � > + O O+ � V ZU Cl- U O ^ O � 00 00 '� � Z � � Op0 > > N 1360 0 ^ 1390 1410 1430 ^ 14 °' N - ^ � �* 1460 F- CONST. 26.58 L F. o ►.� o ? z z z CONST. 36.75 L.F. LINE A-2 00 foo � � ., > > � LO`° � °' + � + � o 0 0 0 N N 18 RCP, 1350-D Z ? + -t � o ^ O ^ co of rn o co a, 18" RCP, 1350-D O o O ^ O 't CONST. 32.85 L.F. co ci ,� ,� N `r � ct > > eco � o + � o c0 0 LINE A- 1 ? a z ? ? LINE A-5 o ^ + + + + `t ^ ►1i 18 RCP, 1350-D O `r o "� o `n o o o O �t "� v CONST 80.33 L.F. o '- in 0000 CONST. 38.70 L.F. CONST. 59.30 L.F. �' o - 0 " 1350-D LINE A-8 ^ + o ori o 00 18 RCP, 1350-D 24" RCP, + + o + °� CONST. 47.25 L.F. 18 RCP, 0 0 � o o ? 1350-D CONST. 8.00 L.F. CONST. 32.75 L.F. 18" RCP, 1350-D UNE A- 7 LINE A- 11 LINE A- 10 18" RCP, 1350-D 1 24" RCP, 1350-D LINE A-6 PROFILE SCALE LINE A-4 LINE A-3 HOR I Z : 1 " = 40" VERT : 1 " = 8 ' Q 25 =15.8 Cfs Q 25=17.80 Cf - _ f Q =28.0 Cf V = 8.94 FPS V = 10.07 FPS Q25 5.00 Cfs 25 V = 2.83 FPS V = 8.91 FPS Z Z NUISANCE O - z -7.00 Cfs o Q J - 25 Q -15.00 Cf v v FLOW - FP 25 w cn V 3.96 S _ W 16 U V - 4.77 FPS ►- o p Z O o 3 J OQ �,, a- O O\ ZQ 2 > O 16 0 +z 1510 "' `s°s�� 0 0 o z 1520 16 a o 1520 cin 1540 z Q o � . O J T 3- + NV) o 00 \ 0 z W o jl U p > > o + O U U A� � > vN 00 - 16 o O � o ±Ln � 't `v � \ F�- U O �� S WUcnU W + >s a OU p° T 3 U o V) -5 '' GPp`��R �s Q �r � >O o ^ p� o � � CL 'q- 1490 1490 c v o + 3 ' G °> _ U s + `�'d + ^ _ �G H.G.L. A 12 _ R T o + = o cv z + - 1 Age? 1500 O � 96 00 SS Tc� °p 1�0� 16 8, o ^ o N= 1A JGP 00 + x, � - - - S + � qF PG R O R 16 G O R 8 - _ _ _ " T�A 3 � G H.G.L. 12 _ - - - - �E G N _ GpNp�R 0 \NJS 16 2 PG�JER �A' GGJ� H.G.L G P OJER 12 0� H.G.L. GGJ S 81 5 S A 16 k / s 3 pr G J 16 G �E P R A P' k INV \N 16 k lA �� GGJ� S 8 JG ��S A \�J PEER ER 3.. GAS k�ga P'S5 G�Np R 1520 �a20 f 1490 g S 1500 v� p , JG 1500 .1E 5 16 k ! �o, Aa6'RGQ, 6 G J. 8 �E�' q' GG 16 1 12 C3. 0 00 \0 S=0.03 16 - 0. o p - c �A�0 PA�" 15 " JGP S� \�J � \�J "coti� 1a S/ 16 8 '0 55 S. 00 S 0 H.G.L. 1470 12 2 1A��.RGP, 1Ag0.RGQ, � 1$ 1a P R 1480 8 Co 4�ryt E �tiq 6 cc,may` A �, r 2 S a P, U a a- U cr_ 1� 9 RG O z U O $0 \S. No 47979 1B a 0- o� gg Q U cr_ Cr A �G 1 U " �( Exp. 12/31101' 00 too^ N U It 1 Q z z z z > � > > > �Z N ° 1480 N 11470 480 1500 oF ��l' > > Cl- C o - > > � - o - z az z z z z U X00 OcNp 2 z � N 13C Q� t0 � �^ � ._ X00 � � 00 to ^ CITY OF RANCHO CUCAMONGA O O c00 � O pp c0 op " I� �` ^ I� �t N N O ca O r- N 1450 O � cc � o o `t � � o � o� o � o 't + L o+ � o O .- CONST. 33.95 L.F. o o 1460 CONST. 33.95 L.F. CONST. 34.96 L.F. CONST. 52.91 L.F. CONST. 32.85 L.F. rn o 0 o PLAN AND PROFILE 18" RCP, 1350-D CONST. 47.25 L.F. 24 RCP, 1350-D 1350-D c6 18" RCP, 1350-D 18 RCP, 1350-D 24 RCP, 1350-D 18 RCP. + in + o CARNELIAN STREET STORM DRAIN IMPROVEMENTS LINE A-9 LINE A- 13 LINE A- 15 LINE A- 14 LINE A- 16 LINE A- 12 CONST 33.59 L.F. CONNECTOR PIPE PROFILE Underground Service Alert 24" RCP, 1350-D CONSTRUCTION NOTES LINE A- 17 APPROVED BY . DATE : CITY ENGINEER /a/ ZIZ %,�� - R . C . E . NO. 24953 �R Call: TOLL FREE 12 CONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 339. NORRIS• p k / - A&bsd,ary d Westrian 14 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 329. 400 N. Tustin Avenue Suite 230 -800 ilq PROTECT EXISTING IMPROVEMENT(S) IN PLACE. Fax 7,4 Tel (714) 973-2230 L M Sant( Ana, CA 92705-3813 227-2600 16 973-2263 9 nF __ 18 r repunder 1he` 41: Supervision � 4' CITY A v • NO . DESCRIPTION OF REVISION DATE w V 1871 TI'S„ wnRk�Nc DAYS BEFORE YOU Did APPROVED - -