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HomeMy WebLinkAbout1769-D Qloo 4.92 CPS Qiob - 4.92 CF j V = 12.23 FPS V = 12.23 FPS 5 3 53 , O 1LA Q1oo 12.28 CFS Qioo 12.28 CFS Qtoo 17.08 CPS 1 1 Q V = 7.20 FPS V = 7.20 FPS V = 3.48 FPS to 53 T9 _ z += -z c3 � ,,� U� _ w w 1120 J N LL_ Z i � > W > Z � U O U wO wp Ujp Nor �Or- tVZ � rZr Q F- U FW- U U 00 t- Z � � w Q 3 ov 3 O N > M °�° �_ 0o V) tnx � • o+ � w c+Vmw 0 �© UM pO � U � � C'4 x Off : Z O O M � r7 } �Op 00 M Z � Y � r CD d- O N 0 - f` t (D r F- r2 La] OZ + O O O Op = J 04 -d- (D 40 •-- +nZ ALJ - - -_ � � -- -- - _ . - Li W 0 wtnW 00 re) 41 o 1096.50 HGL ,(�, CONTROL En 0 1J v � Z MV) z 5=0.0110 =0. 3 . p wZ Q Q S=0.0020 - Q S=0.0020 S=0.0020 EXIST. 8'Wx8'H RCB w z PO 0 Q M 0 � > > ro cDIt x t)Ln ci o mZ z ooz + � z � 40"! O)N { r r r%jr Z r Z Q Z U > j 000 pOp 1�0 N � � U b � - - > > WZ Z Z S > MN > > ? O � O � C:) C:) z_ �D - tp Z x N � Q � � O� �t F- J Ow qn O ,� 00 t� U > - � O u, O > (n W cD O W W W O O O � Q00 t1-1 d N _ N m ? O t + + Qw r r O � 00 O + p + O z + p MN > 00 > > + r + O + O N rr r-) � H O � J I- _j Qw r '- r r p r H � cO dW M ]J. M +p + � OO ' tnW 0w (nw in r f- J 11 4 Q rr OW' > i 080 Q H J F J to W [n W p W __jW (n !-- to W W r W J + p Z to W w w o r o y7 75.05 LF - 24" RCP 183.62 LF - 24" CP V)w r c) w 000 -D 2000 -D w W � wm � * O PROFILE SCALES : . 291.50 LF - 24 RCP (2000 -D) 250. LF � 24 RCP (2000 �D) 99.39 �f � 3fl" RCP (2000 -D) HORIZONTAL : 1 "=40 ' 33.27 LF - 30" RCP * a ;NE al�w (2000 -D IN VERTICAL : 17+00 16+00 15+00 14+00 13+00 12+00 11 +00 10+00 0+00 1 +00 2+00 3+00 1 CONSTRUCTION NOTES 0° 50 50 HERMOSA AVENUE 00°�' 48 42 28 CONSTRUCT FO CONDUIT IN STEEL CASING PER DETAIL 4 ON SHEET 4. U w to O 00 0+ 44 29 INSTALL STD NO. 9 AUTOMATIC GATE-TYPE SIGNAL BY SCRRA. `n N r o r N = 30 INSTALL GTE 466-78" MANHOLE DEEP BASE. ao oo N ao N L L-�6 I CO V) m n Np ^ 0p SCRRA + + J RAILROAD 31 RECONSTRUCT A PORTION OF CLF TO JOIN THE NEW RETAINING WALL. Ci Q - Q - - - - - r\ - -� i: ' - - - a N p \ - - - - -' - - - 35 INSTALL 5'-8"h (UNLESS HEIGHT NOTED OTHERWISE ON PLAN) SLIDING GATE PER DETA + + o N V Q � - Q � Z v II o ON SHEET 2. (SEE PLAN FOR "W") V) - - - - - - �. F_ Q z Q z 10+00.00 C/L 8TH STREET WEST= o Q 40 REMOVE CONFLICTING STORM DRAIN SECTION. II - N - 10+00.00 C/L 8TH STREET EAST= 0 " " to -j to J 62+16.04 C/L HERMOSA AVE 00 W 41 CONSTRUCT BRICK AND MORTAR PLUG. LATERAL B o � o � i 62+11.13 C/L HERMOSA AVE + r- II c� cn II c� N 3 J 42 CONSTRUCT CURB OPENING CATCH BASIN, W=3.5', OR AS NOTED ON ALL PLANS Alk- - - - - - w - - - - - - - - - PER CITY STD. 300. 49 5+00 E NFO _ 10+00 FO N ^ F 45 z 43 CONSTRUCT CURB OPENING CATCH BASIN, W=7', PER CITY STD. 300. 40 8q' 7S 9R"W T6 - +00 - _ 14+00-� _ +-00 ! - 11 +30 CL - 1 +OC1 `V �0 N89'57'28"W 14+00 44 CONSTRUCT LOCAL DEPRESSION H=2" K=5' PER CITY STD. 307 CASE E. 17 1 j 41 - - _ „A, N - - - -- E "B" 45 INSTALL 18" REINFORCED CONCRETE PIPE, 2000-D, PER CITY STD. 341. in N N LIN j �_ _ - fi .� -_. _ _ 46 INSTALL 24" REINFORCED CONCRETE PIPE, 2000-D, PER CITY STD. 341. EXIT 42" S.D. G �I / A ; VACANT 47 INSTALL 30" REINFORCED CONCRETE PIPE, 2000-D, PER CITY STD. 341. m Q - w + 0+26.58 B.q. i 45 m Ln w 0) I IA LOT c� 48 CONSTRUCT STORM DRAIN MANHOLE NO. 1, PER CITY STD. 319. U t=n o Q = o c0 11+38.66 C L INT. 3 J J 8th to = _ (n to - 49 STREET 49 CONSTRUCTCONCRETETRANSITION J V) V) J 4 Q 0+00 LAT. B o w O UC STRUCTURE NO. 3, PER CITY STD. 336 � Q � - v w J w v + 4 °'' O a z m O > v 50 00 11>: 0 o N A C) J V) J O CONSTRUCT CONCRETE JUNCTION STRUCTURE NO.2 PER CITY STD. 331. o' s �< + N E N N f 11+03.39 BC L) N 00 � w 51 CONSTRUCT CONCRETE COLLAR PER CITY STD. 329. II r 0) a ( �- STTo, . STA. 61+19.39 N o rn oQ rn r N 3 Q 52 CONSTRUCT MODIFIED CONCRETE HEADWALL PER DETAIL ON SHEET NO. 9. Q p p L A. o. r,,, � n Z� 00 0 V) 3J 48 � + _ � W ; 0 11+01.89 C/L SHAFT M.H. 1 + ST. STA. 61+17.84 48 0 LD _� Z 42 53 CONSTRUCT SUPPORT FOR CONDUIT ACROSS TRENCHES PER CITY STD.339. 46 48 46 I I I `O N N N 44 54 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. 333. 43 32 - - 32 II SAWCUT AND JOIN. 44' PROP. 30" RCP-SD 48 DISPOSITION NOTES N0 . DESCRIPTION OF REVISION DATE CITY 44 ° 21' E/0 C/L 47 APPROVED 46 Fi PROTECT IN PLACE - � I X m o CITY OF RANCHO CUCAMONGA w v �, I 2 REMOVE AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS 50 TO BE RELOCATED BY OTHERS PLAN AND PROFILE 2 SEE SH T. 6 s.°. STA. ,°+°°_ HERMOSA AVENUE II L 0 ST._ STA. 60+ 16.OD - - 4 - - - - - NORms •REPKE 4. 00 I BEGIN CONSTRUCTION x I I , .. o I JOIN EXIST. 8' x 8' RCB A Subsidiary of westrian STORM DRAINS IMPROVEMENTS 0 Underground Service Alert CURVE DATA Z i SCALE 1"= 40' 400 N. Tustin Avenue Suite 230 ti I Santa Ana, CA 92705-3813 APPROVED BY : DATE : NO DELTA BRG RADIUS LENGTH TANGENT o • I I Tel (714) 973-2230 CITY ENGINEER L R . C . E . {NO. 24953 Call: TOLL FREE © 90 00 00 90.00 141.07 90.00 Fax (714) 973-2263 OH 67'43'38" 45.00' 53.19' 30.20' STK EL`T '`/j�� HERMOSA AVENUE Prepared under the Supervision of: w �a�U � 'i 6 - P P �'f A_ 1-800 4w. tf 'f'� �� 77- F C) 422-4133 � � - JL, .. �j.�� 8 12 `�'�' ----- OF ----- Y _ R __ _ _ - _- _ J H, _ � � 1769 C' c TWO WORKING DAYS BEFORE YOU DIG �_r u, -� e r r r NWT Ge - LATERAL "D" Rth STREET O 0 w 00 IJ of � � 1 + ,Z N rn m' rn LO n to O, R/W o 0 SII o6 LLIZ \��% N Q U p 0 b! aj _O O I � 0 0 - °0° ' + V cis 5T of Q mo T T � � T 4 Ui o6 + Z N I ao U + + � N QU �Ic�O QOM SWI �W Q �O N � N ~ O FL0 c; U-- n,� LO " c0 00 .d- V) m� U w;�w 0-U Q T f 1 5' 8 Q� Q o V) I U r n p, 06 00 0 0 ,n co =O �- w co V >cn >w 0 0 0 0! 00 00 o)o; 0 Q 00 O N U� � � D O_0 - O: i3O N O NO +I p N;O + O N O V) F__: H QO �I UT NLU�Uof NIT N o � aO 1112 NiUT X!ooxnz 12 N U U� 5 w 'tw no 9 U PROTECT IN 1106 1106.80 INV. 1106.80 INV. PLACE EXIST. C.B. _--. 1108 � 8 TH STREET 19 .06,3 1100.20 INV. --- - - 11 � --S=0.1593 -- - --- _--- EX. 42" RCP -� 1104 -0.03 I 3a (PROTECT IN 1104.75 INV. 7� 10) co PLACE 1104.25 INV. 1104.25 INV. S10 J -0 \1104.25 I S=0.1882 1104.00 INV. - - -- - 1099.82 INV. 1098.00__ INV. 1098.26 INV. - -- _-- 1100 1100 +/- INV. 15' ,n ,n U_ � ,n 21 VCP-SS N c6 1� a; ,n ^ o 1094 " LATERAL "D" LATERAL "C" + o + °'o v 0+0'o + o 24"RCP-20 L F. " N .- N T o 7.5 _ 18 RCP (2000=D) 18 RCP 18 RCP T.S.NO.3 (2000-D) 10.31 L.F. 1096 (2000-D)-37.87 L.F.(2000-D)-27.87 L.F. C Uo o LATERAL "B" LATERAL "A" aro 0031000 00 0 o +! C5 0 0 LATERAL " A" AND " B " LATERAL C AND D GRATE TYPE CATCH BASIN DETAIL SD . STA. 16 + 94. 00 SD . STA. 2+ 68. 39 LATERAL "C" ( NTS) PROFILE SCALE CATCH BASIN DETAIL HORZ. 11 "=20' ( NTS) VER. 1 "=4' AC PAVEMENT— PAVEMENT ZONE AGGREGATE BASE FINISHED SURFACE 12" MIN. x'/i Y EXIST ICLEAR , 8 H x 8 W X NATIVE SOIL BACKFILL 2 CLR - RCB " XX - - - - - (TYP) - SICURTAIN #7-DOWEL 01 8" 0.C . S I ®1 2"O.C . UNCLASSIFIED BEDDING MAT (ALL AROUND) EXCEPT AT 36" PIPE ENTRANCE STEEL CURTAIN PTH WAYS PROPOSED STORM DRAIN L BAR-18"x18" 2" CLR _ TIE L-BARS w D_ DRILL & EPDXY (TYP) TO CURTAIN COVER Max MIN GRANULAR MATERIAL 6" STA. 57+66 . 25 " 4" JOIN >8' 10" 6" 4" MIN, - � 15 EXIST RC BOX - <8' 12" 6" --�— BEGIN CONSTRUCTION - #5 DIAGONALS LO.4D' CONSTRUCT RC HEADWALL­__� 5" PIPE EMBEDMENT (1094.00 ) INV MATCH INVERTS NOTES: - ,r INSTALL 30" RCP 1. UNCLASSIFIED BEDDING MATERIAL SHALL BE FREE OF LUMPS, ROCKS, AND BROKEN CON- A N E L E V A T I O N CRETE OR ASPHALT. CARE SHALL BE TAKEN TO PROTECT THE PIPES FROM DAMAGE OR PLAN DEFLECTION DURING PLACEMENT AND COMPACTION OF BEDDING. GREATER COMPACTION, WHEN REQUIRED TO LIMIT DEFLECTION OF FLEXIBLE PIPES, SHALL BE SHOWN ONTHE PLAN. 2. GRANULAR MATERIAL SHALL BE SAND, GRAVEL, DISINTEGRATED GRANITE, CHRUSHED AGGREGATE, 52 MODIFIED CONCRETE HEADWALL DETAIL OR NATIVE SOIL WITH A SAND EQUIVALENT OF NOT LESS THAN 20. ( NTS) TYPICAL TRENCH DETAIL z (NTS) y NO . DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA H ERM OSA AVENUE H MORRIS ""PKE STORM DRAINS & A Subsidiar of Westrian y LATERAL DETAILS 4 Tustin Avenue i 00 N. ust ve ue Su to 230 Santa Ana, CA 92705-3813 APPROVED BY : DATE : _�/d:1��� Tel (714) 973-2230 CITY ENG I NEER R . C . E . NO - 24953 Fax (714) 973-2263 - Prepared under the Supervision of: csc SK c � . AN PA DM uU'i OF 12 C 38,30S6 FEW EX�1.-3-31-OS' 1769 At :a .. HERMOSA SIGN C-1 ETOU C5(Lt) ET0UR C5(Rt) HERMOSA AVE AT 8th STREET CLOSED C7 w DATE TO DATE C-1 Q C-3 C_1 I ( USE DETOUR > C5(Lt) Q C-3 w a ARROW C5(Rt) C5(St) U ROUTE BACKGROUND: ORANGE REFLECTIVE (TYP.) MANN -� c2 LETTERING: BLACK (TYP.) SIGN C-2 C-1 , c-3--� -� T, ' y ROAD C5(St) C5(Rt) S STOUR C3A HERMOSA -�- _____ CLOSED 8th STREET MCKINLEY STREET - ._ _ ,.._._.. Rr �+-+ ISH' ATHERMOSA r_ _ 26 TN STREET AVE C5(Rt) DE�ouR L E G E N D. c3(7ooft) CLOSED HERMOSA FERON BLVD C5(Rt) 25 TN STREET C5(L t DATE TO DATE = WORK ZONE R2(45) USE DETOUR TOUR 24 TN STREET - C-20 C-3 C3A • • • • • = DETOUR ROUTE 05(L t) C5(St) C5 Lt) Rt MAIN STREET HLIMBOLT AVENUE NOTE: C5 C-2, C-3, C5(St) X MOUNT C-3 SIGN ABOVE SIGN C-3 METROLII�IC �-� = TYPE III BARRICADE WITH C-1 AND C-2 SIGNS. C3A FLASHING BEACON __ �. RA aTN sTREET �- HERMOSA STO GE C5 Rt Z SOUTH OF 8th ST H RMOSA E 1 TT — SIGN ON TWO 4x4 WOOD POSTS. C-2 C3(1700ft) __ _.._ INSTALL 200'-+ FROM INTERSECTION. ; W OPEN. ENTER OFF .� C-3 o DETOUR HERMOSA AVE J C—2 00 C5(Lt Q { C5(Rt Q C5(St) `n T = SIGN ON 4"x4" WOOD POST. I Q FROM 6TH ST Q STREET C5(5t) 7 TN S REE �I _ �� _ Q w Ql = INSTALL C1 SIGN AND POST �� 96 (TYP.) �- z „ ►► „ z w 400'-+ FROM INTERSECTION. I 6 CAPS SERIES C TYP. DETOUR w > l Em U a BACKGROUND: ORANGE REFLECTIVE SHARON z ( 2 C-1 LETTERING: BLACK C5(Rt) CIRCLE D ET O U R C3A _ or C3 I 0 6TN C5(Lt) �C5(St) STREET Ift Aft Ift A& An c5(Rt I CZ �1 1i �liii.,i i1"1111'111ii111 ! it I _ ++ -1 _ c_1 , C_3 ROAD 11, i1 1"4111 A1i111� l T E<3:EOUR 3 C5(Lt) HERMOSA CLOSED %1 r CO C5(St) C5(Rt) < ) C7T < I=OU R ( ) J —__._-..----__..---emu _--- —1 r - _.�_.__.isf._--._l ( ___iu. --.___.____ _—_—.. .. ----.._._--_—..__ ... .___ �__._.—_ 1[c_._ ••• �_,._. �— � •• _ �_� _—._./.r[_— —_ ., _.__ [ Rl � VICINITY MAP & DETOUR ROUTES � STREET RI NOT TO SCALE ROAD ROAD C� CLOSED CZ CLOSED CEN TER C3A C7 FULL STREET CLOSURE SHALL NOT OCCUR UNTIL ABSOLUTELY I ,a VENUE Cl NECESSARY AND THE UTILITY UNDERGROUND WORK IS I ROAD ROAD CLOSED END COMPLETED OR TO A POINT WHERE THE UTILITY UNDERGROUND CZ DETOUR I ROAD C_ LOSED CLOSED AHEAD TO DETOUR WORK WILL NOT DELAY THE CONSTRUCTION AND/OR CAUSE THE C3 ::, 1300 FT ; AHEAD FULL STREET CLOSURE TO REMAIN IN PLACE LONGER THAN I THRU TRAFFIC SCHEDULED AND APPROVED BY THE CITY. LOCAL TRAFFIC ONLY ( DETOUR C5(Rt) ( C5(Lt) <3= Q I � Vj of � i GENERAL NOTES: IF I 1. ALL WORK SHALL BE DONE 1N ACCORDANCE WI TI-I THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROL 1990 EDITION. W 2. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUT77NG I PROPERTY OWNERS AND COMMUTERS. I —-- W47 3. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. RXR No. REVISION APPR. DATE ALL TRAFFIC DETOURS SHALL BE APPROVED BY THE CITY ENGINEER. C2 RANCHO CUCAMONGA SAFETY OF TRAFFIC. 4. THE CONTRACTOR SHALL MAINTAIN ON A DAILY BASIS FLOW ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPERAN D � ROAD CITY OF CLOSED 5. ALL ADVANCE WARNING SIGNS SHALL BE REFLECTORIZED AND OF STANDARD SIZE. TRAFFIC PLAN • = 6. BARRICADES DELINEATORS: SCALE. 1 4 0 a) ALL DELINEATORS SHALL BE 36M MINIMUM PORTABLE, REFLECTORIZED RUBBER GUIDE POST TUBES ORANGE IN COLOR WTH WEIGHTED \ \ HERMOSA AVENUE II BASES OR SANDBAG RINGS AND SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR - Q Q PREPAREDUNDER THE SUPERVISION OF: CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 0 10 20 40 300' South of 8th St. to Main Street R IN ADDITION TO THE RUBBER GUIDE POST AT THE DISCRETION OF THE b TYPE 1 OR 11 BARRICADES MAY BE USED 1N LIEU OF O , CONTRACTOR, WHEN THEY ARE INTENDED TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT. 4 XP — — �� R.T.E. o. 20 9 06 30 03) c) FLASHING YELLOW BEACONS, TYPE B SHALL BE USED ON ALL C1 SIGNS AND ON ALL TYPE 111 BARRICADES. APPROVED BY DATE ES CITY ENGINEER U R.C.E. 'N0. 7. THE PROVISIONS OF THIS TRAFFIC CONTROL PLAN SHALL APPLY UNTIL COMPLETION OF ALL PHASES OF THIS WORK, WI THIN THE PUBLIC R/W. QROF S/oti,9 o �o J. s DESIGN RECOMMENDED T �� � D.J.M. (.,, 8. ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. ,� �, � h .� _ HART OG C.� ZZ R/'1BIL Inc. 4 Z L, No. TR20 9 � r, DRAWN SHEET W � EV. 06-30-03 a D.J.IVI 4/19/02 12 12 � * Consufhng Traffic Engineers OF CHECKED 275 Cem"Titai Way,sutbe 208 DRAWING NO. OF Tustin,California 92780 Cp,A,v MJE 714.731.9455 fax:714.731.94" 1769 HERMOSAII—l.dw www.hortin-crobffl.com 9 �c-�