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HomeMy WebLinkAbout1869-D T 1 01 186#.Id- CFS, j -4 Q31 FP 7 FPS V - -T 7 T 1887.6 &5 -1-7 -7 -.T 777T7 Teg C MARK. CITY OFJJRACHO 60 A G _qENCH NO. 10057 B 01303 P1 WOMOMEN STAWE11 T-- BF -!OUSL GEOL%IC-AL-SU RYEY I ew-.MAP,X 14 lIf­19P3 ............ J-3 -A OR EAST 0 -RiFMOWO O BE __F BA$pjN[ 7 ROAD-,AND �ERMO�A �k UE -3�5 FT.- �ORJI­t OF T T NOR11HEAS C XH­ OA tELEW-I�18. ------------- E 10 V R. ER CEN7FRpNf ) T EXiS77NG TE� r_ Vr ".I-, r 99R4 T Tp- j RNG q 4 T _T_ 7-T F_ 7 + t f _T t T -A 0 t T� zx L F..............-- -------- -------- T_ + -tort tf 7777 _T_T_ 4 j-"- -f- t T_ i 131()X- i 4 I _T T' r'Ckr _;w_ co RG ST. t ()D __4 1310- r: i f t j T_ t t F Cd T T- :q qj t.: �0 t F_ o- 10 -f 7- T 7 T' R r--- T_ T' CON37RUGTi 1100 t1F. T fc ----774" .......... VERT. SCALE: 1 *=8* HORIZ. SCALE: 1 =40 1 +00 2+00 3+00 4+00 3+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 CENTERLINE BOX/PIPE CURVE DATA: > 0 12 LOMiTA OWE 3 NO. RADIUS DELTA LENGTH TANGENT 18 w > z 90.OV 29-3416- 0.45 23.7Y Z 10 11 L I N E "All C) L I N E "N' if) (D 0z 0 a. w + C:) 21 1A 0 0 0 C3 64— TERAL "A-1 9 72+53.45 10 0+00.00 N 00" 30 w 0 73tOO 75too 76tOO _N 00,11 JU 01f VV 7( 68 + Uj Uj LA !21 TERAL *A-2" olf _7 7— V) Ld w STORM DRAIN CONSTRUCTION NOTES: 0 to INSTALL 36" RCP, STORM DRAIN, D LOAD PER PLAN. 0 40' !f W) t-: (0 d _: INSTALL 24w RCP, STORM DRAIN, D LOAD PER PLAN. 0- -C Qz 0- < OfERIWOmS, A INSTALL-6*VA16qT"-1N-947%'" 8 x 8' R.C. BOX PER CALTRANS STD. PLAN NO. 0-80. SAW CUT EXISTING SIDEWALK, RAmp, x-GuTTER AND CURB RETURN MID REPLACE IN KIND CONSTRUCT JUNCTION STRUCTURE NO.1 PER RANCHO CUCAMONGA STD. DWG. NO. .330. AFTER CONSTRUCTION OF STORM DRAIN. 4 5 4 CONSTRUCT MANHOLE NO. j PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 20. 7 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300, SEE PLAN NOTES REGARDING UTILITIES: r%A FOR 'IN' AND Y. 1) THE CITY OF RANCHO CUCAMONGA DOES NOT ASSUME CITY OF RANCHO CUCAMONVm RESPONSIBILITY FOR THE ACCURACY OF ALL U11UTY LOCATION, CONSTRUCT MONOLITHIC CATCH BASIN CONNEC_nON PER CITY OF RANCHO CUCAMONGA IT IS THE CONTRACTOR RESPONSIBILITY TO PROTECT ALL STMDARD PLAN NO. 308. EXJSTING UTILITIES. 2) AS THE FIRST ORDER OF WORK, THE CONTRACTOR SHALL HERMOSA AVENUE CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE A. POTHOLE AND LOCATE ALL EXJSTING UTILIT1ES, PRIOR TO EXCAVATION. STORM DRAIN IMPROVEMENTS CONSTRUCT BLANKET PROTECTION FOR PIPES PER CITY OF RANCHO CUCAMONGA FROM 280'± N. OF BASE UNE RD. TO ALTA LOMA CHANNEL STANDARD DRAWING NO.340. PROTECT IN PLACE. NOTES REGARDING STATIONING: Underground Service Alert APPROVED BY: DATE: (Q RELOCATE EXISTING UTILITIES BY OTHERS. E CITY ENGINEER RCE: 2453 1) ALL STATIONING SHOWN ALONO CENTERLINE HERMOSA AVENUE DESIGN / PLAN PREPARED BY: RECOMMENDED REMOVE OR UNPLUG EXISTING PIPE CLOSURE. AND AT PROPOSED STREET IMPROVEMENTS, INCLUDING CATCH RD2 CITY OF RANCHO CUCAMONGA Oki E BASED ON CENTMUNE HERMOSA DRAWN 10500 CIVIC CENTER DRIVE SHEEr CONSTRUCT SUPPORT FOR CONDUITS ACCROSS TRENCHES PER CITY OF RANCHO CUCAMONGA AVENUE STREET STATIONS. 1 -800 RANCHO CUCAMONCA CA 91730 STANDARD DRAWING NO. 339. ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES 13 ALONG 422-4133 V4r?iACe0 CASr-1N-F1ACe0AC8 rO RD2 2 oF-14— THE CENTERLINE OF MAINLINE CONDUIT. PqeC45r ACa r CHECKED DRAWING NO- CONSTRUCT JUNCTION STRUCTURE NO.2 PER RANCHO CUCAMONGA STD. DWG. NO. 31. TWO WORKING DAYS BEFORE YOU DIG NO. DESCRIPTION OF REVISION DATE IF Cay CH P_C4 No 24953 1869 APPROVEIN DATE nLZ NO — _T ,TH VEN 0 171 r- 16 j J4 FOS 4 I_1�40.619-eFS; 6)s -1: --I i I 0 mid98 13 �S,1 v t-- �&44 i CFt� �Pd Now-77 7777 tilt 7 77 77 t t 4 77-IT__ 4 t T--- ---I N0 RK4 W I-4 I op B _MAFX f 0 C C. A UMEN MFLU-BRAS SK'1bI T,C A SUR KA 'A -E"(K Y INt N(RTHEA$T fI4-. )F7i BASEpNE.t__ ISib .......Os KVAUJ ANIJ AVENUE, 3. F7 149131� OF NqRT]HEAPT' C_ATC1 F` IELFEV.i t3i f r t I7- C,- E A TERUI G ORAO& OVER iE xi5 TIN 4 - I .........4 t II+)El- Uy h C0 pt R. R 819 1 i I1 40� 'Oo, T EXI-5771W -OF .0. x-89 RFMPV�ARANOQN�p 71?AC�S 'TO H IT., Q 0 4 t 0 4-I4 T T II >VG II I—T I300---- r,T T- f 4� V. r T 7--L�u t T- - ---- --I T 4 Ll Nt El INIE,I I---------- c bi 7 z It I ( f c I -1 r --I I t+ I? I L I+ T j t CON e x 01 Ii L=49 HORIZ. SCALE: 1 SMUCT Ow L& 'p Id : - . - . t 1 --,r r I 1 1 1 - f ----77 If ti =8 7-VERT. SCALE: 1 12+00 13+00 14+00 15+00 16+00 17+00 1 +00 `119+00 20+ Is 8 21 +00 22+00 23+00 24+00 0 013 >Li w MONTE WSTA SV= P w > CIEUTO STREET 0 cd to�- I p , P F= LINE "All 9 i .0 SANBAG R/W EXIST. 27 RCP LINE "A m 0 TREE REMOVAL SEE cod k-:� Z I b CD -H 20 ST. IMPROVEMENT PLAN 1-Z< I(D I 8 I _j v- (L I=(D + Ij :41 I � .6 0 C:) + C:) + + 7 lr�� 0 )I v)+ _T_IV —T—21 z 0 T1 0 LATERAL 'OB-2* 0 LATERAL *A-5� 14 LATERAL *A-6v 3 85+63.10 3 10 OUN-W N 00# 30' 57 W 9 Ld LATERAL *A-,3* N 00' JO W 0- - - . — 1 86+00 I8400 57 1410Q 79 00 - _ J4 _4 t 01 *-* - - t - - 80too I00 I y LLi 8"s 1,W_ � _-- 9�� V) T_ LATERAL *A-7* c UJ LATERAL *A-4 T V) C2 po = LU LIJ V) -SANBAG R 0 04 w >1 v-00 d LU w-0 -H -v d d T_ 7 I=1,:1 1 8 >1 + c +00+ —cj k + I00 oe) +a- 0 W a I?a-co <c z Q, m OD V) t7):5 V) v- + F_ AVP 00 40p STORM DRAIN CONSTRUCTION NOTES: 96 6 6 #fEERMOSA VENUE 7 (D- INSTALL 36 RCP, STORM DRAIN, D LOAD PER PLAN. 7 INSTALL 24v RCP, STORM DRAIN, D LOAD PER PLAN. a @— RELOCATE EXISTING UTILITIES BY OTHERS. INSTALL e'A3f—'1N'—fLA6E- 8' x 8' R.C. BOX PER CALTRANS STD. PLAN NO. D-80. CONSTRUCT JUNCTION STRUCTURE GA STD. DWG. NO. 331. NOTES REGARDING UTILITIES: r%A INSTALL CAST—IN—PLACE 8 s x 8' R.C. BOX PER DETAIL ON APPENDIX, RAILROAD CONSTRUCT TRANSITION STRUCTURE NO.1 PER CITY OF RANCHO CUCAMONGA STANDARD 1) THE CITY OF RANCHO CUCAMONGA DOES NOT ASSUME CITY OF RANCHO CUCAMONvm LOADING (COOPER'S E-80). DRAWING NO. 334. RESPONSIBILITY FOR THE ACCURACY OF ALL UTILITY LOCATION,IT IS THE CONTRACTOR RESPONSIBILITY TO PROTECT ALL CONSTRUCT JUNCTION STRUCTURE NO.1 PER RANCHO CUCAMONGA STD. DWG. NO. 330. SAW CUT EXISTING SIDEWALK, RAMPo X—GUTTER AND CURB RETURN AND REPLACE IN KIND EXISTING UTILITIES. HERMOSA AVENUE CONSTRUCT MMHOLE NO. PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 320. AFTER CONSTRUCTION OF STORM DRAIN. 2) AS THE FIRST ORDER OF WORK, T'HE CONTRACTOR SHALL POTHOLE AND LOCATE ALL EYJS11NG UTILITIES, PRIOR TO STORM DRAIN IMPROVEMENTS CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300, SEE PLAN EXCAVATION. FOR Y AND V. FROM 280':k N. OF BASE LINE RD. TO ALTA LOMA CHANNEL @—CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF RANCHO CUCAMONGA APPROVED BY: DATE: 605 STMOARD PLAN NO. 308. NOTES REGARDING STATIONING: Underground ServIce Alert CITY ENGINEER ki,Lt RCE: 24953 0 Er CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE A. 1) ALL STATIONING SHOWN ALONO CENTERLINE HERMOSA AVENUE DESIGN PLAN PREPARED BY' RECOMMENDED AND AT PROPOSED STREET IMPROVEMENT'So INCLUDING CATCH Call: TOLL FREE BASIN LOCA11ON TIES ARE BASED ON CENTERLINE HERMOSA RD2 CITY OF RANCHO CUCAMONCA M CONSTRUCT BLANKET PROTECT10N FOR PIPES PER CITY OF RANCHO CUCAMONGA DRAWN SHEEr STANDARD DRAWING NO.340. AVENUE STREET STATIONS. 1 -800 jq4111AC�E C-45r- 1V_,o004ACAT I;Wa rO RD2 RANCHO CUCAMONGA. CA 91730 3 —or 14 PROTECT IN PLACE. ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES IS ALONG 422-4133 PRO 0,45 r Ca.THE CENTERLINE OF MAINLINE CONDUIT. ke CHECKEI) ItM No 24953 DRAWIM NO- crrf TWO WORKING DAYS BEFORE YOU DIG NO. DESCRIPTION OF REVISION DATE AppRwm CH 1869 DATE IFILE NO 4 MA�H *GA ON f D c ARK OR 4- F4 IIfr r! 7 T � a� , -� op coo, cno n cnn on n n z z z > � o O O O O z r ,c,,� .,��'c�-�♦n�1 ' w: Join, z z z z z z -D� -� v !'.�!'.� o CC D C C C C � Y li ��» ,-- �-i_y-1- _-; _�,, .(_...{_. _.., �, _{� I.J. -,, ...,,�.:._, �.,.�.-_.«d .y_ _. _r,,n. ( {...���"�C-,•. vn n n n n n rn N W Z SEE SHEET N0.3 00 .A. Jim Y-.w... �A •-ems 1 / Y O - - A{''� f Wa C '1 N N .• _.,..I_ ...y .-.-.- { - ...y.......__`-7- _ •--�'t_ _ -1-- -M- _ "K'_ ".'j _ __'*'_.4_. _-'K_ „N-__�_ _ _ :•{Ti«.. _ z n � n O MATCH LINE STA. 24+00.00 ,� � 00:00 _!,UATCH,LINE m u ZA ♦ lhlV, G7 C V, 8 K.+ o � (A � 1 u. .. --"t- f - r , -� Y _i_ +'} , 'b- i� .F.., .:,Y '�"p. o o�. ;u 4= cot ' - w Z O --� o � , O C n Jo ct z Z 13 z ; STA. PT. 00+14.36 s , 1 1 0+00 LAT. B-4 x O n 1 i rnm a =A * - 2� :. _•-'-_... 4 _,.......-, _r--:_r..r y-.....-..,a- _,.......:..-, .__. _�- ., _y..._,.._.}.,. .,..._j _ _ _ _ _ _.'Y.. _ ..f _- _! .--y.._ _ .,,h,: V .LII1 •... Irrrrw,•rwrrrr - v z n z - - - - - o �1 O r,' - - ---�= c /--LATERAL »8 1 , oz _ I - - O _ p _ { n aWrrlw ' � �, � � .� � o0 6 LOCA oN TI a - o ' N CATCH Ws28 t A. PT. 5+36.10 � �, ST 2 / .; -8, I� n -+ n o v LAT. A J.S•N0.1 „ 3 '91+78.83 LOCATION 11E ► � ' � u. c s o z - O z v O ! CATCH BASIN, W-21 . V=8' q o O i m - n O ' • �� TEL. � v i ' c ' o z o n ^, a o I _ 1 co ................... TYT r _ . _._ ._::. . _.._ __ ..._ __._ .. _.a n n n z STA. PT. 27+02.00 _ r �_.., y. p c z m LA . A-9. J.S.N0.1 a � + c o o I t' STA. 27+10.00 STA. RT. 2a . _ , STA. 27«�•>>a oo .__,. o n o o o w - _ __ �.. ,. ,�� ----- - � 7o M.H. N0.3 0+00 LA7: A- J"S Alfa. y i� z AIANNQL.E"N+t713 .�. p c D 93+17.36 LOCA170N 11E z � p m - oo v o� CATCH BASIN. W�28', V=10►:, 36 -DVA• -�'CPo !; V. *» -13.51 r � ti ---� _* --�-� {_- •,_. _�.,., ; C C I Z 'O C- Z ! Z T V+ n V n -v ' p p oZ C Z cn z - �i , : •U IA21 2z ;:o r Z ♦ I ( 1 p Y! l t , S<. v p O'i1 r 1 x 41 n I I r ¢• r•► , 1 , cn co n r; Z I S' , {- II / Y �m t' rn 1 r' N .1.._,..-. ..�� _ .,r.„ _..Y._.-a-yw _.._rr+.,.r`,- ,-t'"^�-�-, --,--, .,,,r,,. .�.:. _.._i•-�-.. -r --e ..._�-. Z I U I xI r I _ - r I 1 I { v ' �I f - ^ rn74 N_ O til I c .A Z �tA C +,- -..,_ �-r•^ra_ ..-1--- •-r ;•ti..- .. +-.�-1. .,y_.. -..t_ _ _h--;-_.. -Il.._.. ---,y.�. v C7Q C7 v ". -3 II 1 DO,1 •-L7 n g Fas y >C � �� �- - - $ '°��;�..�- -�, _ .,.- ,�-_ .�.,�_�_ �Y __-,. _y-.,.,�. -•..,.y,_._. -t--�-- - a m t7 -I „ _.�..r Z.,...1 � ,, � r•� �-,r �.�-r--r.�..,.... rj .,�r_ +.-r,:--� ,._,.-i., ......F,. '--;----,•,-�,.--;..._rrt-_,-i_+ g C :' ? ,� 1 ' 4 1 1 ,I y I -� I I III II STA. 30+50.00 STA.+ 30+54:00' o o -� C o a z �� M.H. NQ3 Z , 7 _ o a O ,� --1 I - �1 it - - .- 11 ♦ F o $ 1 ,I rn ! Crn rn O. � u � ..,...N. �.{-+---,---'--'•Y"' _w-.-'+'.-"'-'--I -•-•--.- -,--"�----•'�-.-,-:-•,-•+•,--..•,-�•--.t-_`-•�.;«- ..�:..; 'a �..,._._,,..r-;_._�...i��'--• •-R•---"rim-.-..:�i....._ .,-,-,-j...,�._,H....,._..;., �....J ,/�� 1 u rc 1 iT Tr • D u , r R STA. PT. 31+98.31 R T �1 �' 1 11 � � IT - LA . A-10, J.S.N0.1 I „ cn W 1.. - 17 SS1. , 1 9$•, 1 -, _' _ �,,. ', _ 11 • N 0+00 `LAT A�-14 J S N0. T �► a a c a Z IIS 11 �' N � KcPl u s Q i rn O 98+14.26LOCA110N TIE czy� cu " --� ,I - - n CATCH BASIN, W-21'. V 10 STA. PT. 00+19.34 : �+ Z Z 0+00 LAT. B-s z - z �,- Z O© 1 /y�� v r 11 M. r- S Z rn _ _ _ +- 111 - II ���. n z cn ta/f v Q C!� STA. PT. 32+90.56 !I I I A. » » .. 0+00 LAT. A 11 J.S N0. 1 ►� -,- - - �o - o ,M � TERAL "B 5 1 , v - A � air, nrr rn Z �/ y♦/��' 11 00+62.42 LOCATION TIE S 1 N Q a r�t CATCH W-28'. Va�- _ ... I � .. BASIN., Z Z�� J 99+33.16 LOCATION 44 71E ' z r . . 1 : CATCH BASIN, W-21 , V=8 n � »yTII ! „ 1-� _y - __.-•-�, '`I'•, -1- --:,.�-._ _.....:.,� �_ _;-r --t--'-^y-, �_./y� -'y'.F '-t- -,_:_, -.+-_..1-...,,...aT.._,- a I Ob it _► 1 1 I ^.i , t 11 I 1 tp `h STA. 33+95.61 � � ,� ��� ,S7"A:�3+,1=g5.� 7 M.H. N0.3 ,�. �► - ----- 1 z rn o STA. PiT, ol I? _._,_. z< it STA. PT. 34+23.00 0+00 LAT: J.S. _ ». �l � 1 v II LAT. A-12, J.S. N0.1 DIA. u 1' 4. 7 m 11 ► , .. -- co � _ o Z �1 ► cn co I r O a r � � � A, ► I 1 -I- rs O rn STA. 34+93.18 JOIN O �G NGS! PII-L � _.-__ ..-...._1_ __�. .,. .._...._ .•-_} _ „_;.q .__....- - _-_ ,.,.._�-•__r,_, ,-.__^...; _y- rr _...y_- _ _�. ..y-`*-`� - - cn Z D O N 1 ^ C Z � O x 1 r D 111 1 r Z = O T - �� v D 1 - - O Z I ` I . z m r 1 � w _ D �- �o Z I . - �1 I 1 f ► ♦• \ / 1 S rn � I W ♦ 3s+oa�oo rc, uArF i � � 4 � m D � � _ 36+00.00Ir,,ry MATCH LINE STA. C,, r SEE SHEET N0 - - w'- - 1 �w } t4 FF 5 7 12 UY 9[ 71 NO Fp a fps f Owe E' 7-1 8 NCH W t 4 ITY, OP-RANC G-qUCAMONGA BENCH- MARK No. 1 .7 Fu. a 53 MQNUMIENT STAMPEI DISK IN CQNkfi US GE9LOGIC)L-SURYEY,'BENCH; M 19. ARK 11 33 -1984 YT CORNER OF -480- 1480- RESET 41A HEf NOSA- AND. PROPO$E6 0 GRADE A OVER_-.CENTERLINE OF R.C.8 OAD XU5 1-5 FT.--NORTH OF BASIN. -CCRNER 0 CATCH NORTHEAST F LINE 7ING -C VANNEL FLOW 4 of. R,C BOX EV-517NG GRADE OVER TERUNE, -T 3 7 - 1460-- 460 + xj,�17NG GRATED, $TING 10 16 7V- 0 01 4 T -4,40 44 S, C 4 VW30 L 1 A-0 C IINE + 6, X e C_1 'Ri 0 -TRANS17ON ANNEL ; C.ONSTRVCT. 690.67 lfi. P, CONST.;CH HORIZ. SCALE: 1 =40p 11,6.00 V. VERT. SCALE: 1 =8 36+00 37+00 38+00 39+00 40+00 4111 +00 42+00 43+00 44+00 "I STO R M DRAIN CONSTRUCTION NOTES: - INSTALL 36s RCP, STORM DRAIN, D LOAD PER PLAN. CONSTRUCT SUPPORT FOR CONDUITS ACCROSS TRENCHES PER CITY OF RANCHO RaCCA sr # CUCAMONGA STANDARD DRAWING NO. 339. 3 INSTALL GAST IN PLAG& 8 x 8' R.C. BOX PER CALTRANS STD. PLAN NO. 0-80. @— CONSTRUCT CHANNEL TRANSITION (SEE DEATALS ON SHEET NO.8). CENTERLINE BOX CURVE DATA: CONSTRUCT JUNCTION STRUCTURE NO.1 PER RANCHO' CUCAMONGA STD. DWG. NO. 330. @— REMOVE INTERFERING PORTIONS OF EXISTING 68' RCP AND MANHOLE AND PLUG THE 66" RCP A0 CONSTRUCT MANHOLE NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 320. NO. RADIUS DELTA LENGTH TANGENT JCK. STORM DRAIN WITH MORTAR AND BP 15 'lisp. 100.01y 8154!57' 142.97' 86.80, CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300, 10191% 1 SEE PLAN FOR *'N* AND Y. REMOVE INTERFERING PORTIONS OF 48w RCP, GRATE CATCH BASINS, PLUG, BACKFILL AND. 348.00' 19*05'55 116.000 . 58.54! CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF RANCHO CUCAMONGA ABANDON REMAINING PORTIONS. /1 17 '04.;,% 1 - STANDARD PLAN NO. 308. @— CONSTRUCT JUNCTION STRUCTURE NO.2 PER RANCHO CUCAMONGA STD. DWG. NO. .331. 15 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, REMOVE EXISTING CHANNEL 130TTOM MD CONSTRUCT CHANNEL TRANSITION PER 22 NOTES REGARDING UTILITIES: DETAILS ON SHEET 8. 1) THE CITY OF RANCHO CUCAMONGA DOES NOT ASSUME CONSTRUCT BLANKET PROTECTION FOR PIPES PER CITY OF RANCHO CUCAMONGA 20 RESPONSIBILITY FOR THE ACCURACY OF ALL UTILITY LOCATION# CASE A, STANDARD DRAWING NO.340. IT IS THE CONTRACTOR RESPONSIBILITY TO PROTECT ALL TA EXISTING UTILITIES. PROTECT IN PLACE. STA 42-f go a 6 2) AS THE FIRST ORDER OF WORK, THE CONTRACTOR SHALL RELOCATE EXISTING UTILITIES BY OTHERS. 7 It RC Box POTHOLE AND LOCATE ALL EXISTING UTILITIES, PRIOR TO a EXCAVATION. w 3 > L I N E NOTES REGARDING STATIONING: 5 + I ALL STATIONING SHOWN ALONG CENTERLINE HERMOSA AVENUE 19TH STREET 0 AND AT PROPOSED STREET IMPROVEMENTS* INCLUDING CATCH (D a. BASIN LOCATION TIES ARE BASED ON CENTERLINE HERMOSA AVENUE STREET STATIONS. z (D ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES IS ALONG + THE CENTERLINE OF MAINLINE CONDUIT. \ 0 0 (0 T—T— Z -T T RZ.044 CFO C4$I--hev CR* ITCA9 70 0, 44///Oy IRce 8 NO. DESCRIPTION OF REVISION DATE Appwvm LATERAL *A-14 , 10 66, RCP 10 Lij — =--r---r 106 00 105+00 r CITY OF RANCHO CUCAMONGA V) Z+oo; N 0�30 2" 704+� -4 _Lo too —�t s— EXIST. 68' RCP w E LATLKAL -1Y V) Z E E(—D E E— - - -------------------------------- HERMOSA AVENUE F L STORM DRAIN IMPROVEMENTS FROM 280'± N. OF BASE UNE RD. TO ALTA LOMA UNNEL .3 C3 (0 w >9 + 0CARDINO APPROVED BY' DATE: C11Y ENGIN vl wl -POBLIC WORKS Underground Service Alert Ei�� RCE: 245S Re TOF 0- SIGNEO B M 13Y I CHECKE3­5Y APPROVED BY: DESIGN PLAN PREPARED BY: RECOMMENDED + .4 I(n-- :5 V) 5 5UBMITTED BY: R02 CITY OF RANCHO CUCAMONGA ff E FT iW 0 SA A VEN UIE 10500 CIVIC CENTER DRIVE + 1 -800 Q.D.F. DRAWN RANCHO CUCAMONGA. CA 91730 SHEEr oEN I RECOM'AMDED/APPROVED BY ASST. DIRECTOR OF PUBLIC WORKS DATE RD2 5 OF V) 422-4133 - CHECKED f;LC.L N024953 DRAWING NO. *SCAti-.- II"I" 40�' TWO WORKING DAYS BEFORE You DIG CH DATE FILE NO 1869 T[0-00 CONTROL DEPARTMENT DATE: DIRECTOA OF PUBLIC WORK��— DATE No SAWCUT EXISTING CHANNEL CONCRETE TO PROVIDE A STRAIGHT NEAT EDGE, PROTECT AND CLEAN EXISTING REBAR FOR A LAP CONNECTION. EXISTING CHANNEL�� DETAIL 'A' CONNECTION TO EXISTINQ CHANNEL N.T.S. 1 SecmD R/W �~EXISTING CHAIN LINK FENCE AND GATE TO BE REMOVED -=� EXISTING GRATED C.B 0 BE REMOVED 478.65 10 6g \ 00rL t7 �� '`3f- -� CONSTRUCT 3' THICK A.C. PAVEMENT OVER COMPACTED NATIVE --i INSTALL CHAIN LINK FENCE PER SBCFCD SPECIAL DRAWING I --, CHANNEL TRANSITION CURVE DATA: NO. RADIUS DELTA LENGTH TANGENT 348.00' 19-0655' 116.0(Y 58.54' O 288.0 2243'46' 114.25' 57.89' 0 446.75' 1511'33' 118.46' 59.58' SAWCUT EXISTING PCC AND REMOVE EXISTING ENERGY CONSTRUCT 6' THICK PCC DISSIPATER AND PAVE WITH A OVER 6' AGGREGATE BASE. NEW P.C.C. TO MATCH EXIST INSTALL CHAIN LINK FENCE REMOVE EXISTING DIVERSION s� AND GATE PER SBCFCD WALL AND PAVE NEW PCC _yL DRAWING I TO MATCH EXISTING. o ❑ 334 I( ❑ - 4 DETAIL 'A'J � :Mr �< , ;,F,,f, ,; q� =' � _ ' ", •/��;', f;; 0 ❑ ( 1' SBC. VV R/W �" � �l=f!/ � � __ -.. _ � __ !,/�f,/%�� _ L7o _{,,;; G EXISTING 48' RCP 6�\,;;�,',',% ; ; „\ /f `'T ;.= _- ,._�:.• --� TO BE REMOVED `` \� ,,�/ '�%� i��///;r� f, ,�j, �•- ! "_j - \ EXISTING CHAIN LINK FENC �,129b ff' ❑ ❑ _ �� AND GATE TO BE REMOVED 3 RIVAIJ 51' ❑ �' �\ ��' o PROPOSED CHANNEL INSTALL CHAIN LINK FENCE t] SEl EJRN • IZ 50' R/W W - 8' TO 26' 4 I 0 00 I u REMOVE EXISTING INVERT FLOW UNE CONST. JOINT 09: W #6 0 6' #4 0 12' Max #6 0 80 O.C. SECTION A -A N.T.S. DRAWINGI SBCFCD SPECIAL LREMOVE EXISTING ENERGY �� `„ _-��-- a .�.� `ry UNC - ❑ �� ._, it 41 A DISSIPATER AND PAVE ate -1,, NEW P.C.C. TO MATCH EXIST. GATE EMEOVE EXISTING ASBCFCD R/W--��� REMOVE EXISTING ENERGY DISSIPATER AND PAVE WITH NEW P.C.C. TO MATCH EXIST ALTA LOMA CHANNEL MODIFICATION PLAN 2'cIr W. SCALE; T . 29 VARIES 12' INSTALL CHAIN LINK FU CE PER SBCFCD SPECIA — DRAWING I EXIST. CONC. BLOCK WALLS WITH CHAIN 4' ASPHALT OVER LINK FENCE (TYP) COMPACTED NATIVE PROTECT IN PLACE Fl J_C #4 0 12' Max I I I -#6 0 6' D.C. I I I I I I I -#6 0 6" O.C. SEE SHEET N0.5 OF W #4 0 12' Max - #6 0 6"` 2'c(r W. BEND #6 BAR TO— R.C. BOX R= 6'— SEE SECTION A -A HEREON 12" INSTALL CHAIN LINK FENCE PER SBCFCD SPECIAL DRAWING I 2.72' SEE STD. D-80 CALTRANS SECTION B -B tome; N.T.S. 1. ALL STRUCTURAL CONCRETE SHALL BE 4000 PSI WITH 'A' GRADATION IN ALL INVERTS AND 4000 PSI WITH 'B' GRADATION FOR ALL WALLS. 2. CONCRETE FOR ROCK INLET AND OUTLET STRUCTURES BOTTOM CONTROLS, SPLASH PAD, AND OTHER PROPOSED STRUCTURES SHALL BE 560-B OR C-3250. NOTES REGARDING UTILITIES: 1) THE CITY OF RANCHO CUCAMONGA DOES NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OF ALL U11UTY LOCATION, IT IS THE CONTRACTOR RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES. 2) AS THE FIRST ORDER OF WORK, THE CONTRACTOR SHALL POTHOLE AND LOCATE ALL EXISTING UTILITIES, PRIOR TO EXCAVATION. plqlffr,4sr R.C. BOX A BENCH MARK: CITY OF RANCHO CUCAMONGA BENCH MARK NO. 10057 FD. 3" BRASS DISK IN CONC. MONUMENT STAMPED "US GEOLOGICAL SURVEY BENCH MARK H II 1933 RESET 1984' AT NORTHEAST CORNER OF BASELINE ROAD AND HERMOSA AVENUE, 3.5 FT. NORTH OF NORTHEAST CORNER OF CATCH BASIN. ELEV. 1318.301 IJ■ 44.00' 32.00' 12.00' 20.00' 5'-_, PL COLD PLANE THE I SAWCUT EXISTING ` 117F_ ) _iii y F A.C. PAVEMEN EXIST. ROCK WAI1--I !- I—iii—III—_ 1 EXISTIN A.C. PAVEMENT TO BE REMOVED 1.5 To 2 �o _ 170 ro 2.so9r I l iEd 1 —1 I-. I { I ; I„ _ ; ; -, I - _ _-,.... 11-IIIII-IIi�, l� ,I,-11Ali—�� j! - _ _ - -III=III=� ° o� PROPOSED ROCK RET. WALL —III=1 VARIES HEIGHT, SEE SHEET 10, 11 EXISTING CURB AND GUTTER — —I 1 I I Ii I I-1 I I I I \ - oo i 1 _ AND DETAILS HEREON. AND SIDEWALK - i��i,—ii...i! PROPOSED SIDEWALK COLD PLANE SURFACSEE SECTON91A PROPOSED CURS AND GUTTER Qom =.�r ► . TYPE A2-12, W = 2.0' 01 PROPOSED A.C. PAVEMENT, PROPOSED 8'x8' R.C.BOX I " I A.R.H.M. AND BASE, SEE STORM DRAIN, SEE SHEEN-- := yr SECTION 'A' HEREON. NO.2, 3, 4. 5. 6. 7. AND 8. FOR ALIGNMENT AND DETAILS. HERMOSA AVENUE - TYPICAL CROSS SECTION (WIDENING) PL EXISTING CURB AND GUTTER AND SIDEWALK COLD PLANE SURFACE 44.00' 32.00' COLD y p i PLANE �a.l 1,g TO 2.521 44.00' 32.00' 12.00' PL PIRIOR TO OVERLAY TYP . 99 PROPOSED 8'X8' R.C.BOX ''= {'yr - STORM DRAIN, SEE SHEET NO.2, 3, 4, 5, 0. 7, AND 8. FOR ALIGNMENT AND DETAILS. HERMOSA AVENUE - TYPICAL CROSS SECTION (OVERLAY FROM STA. 67+82.46 TO 81+50.00 NTS NTS 2" MORTAR CAP-- I I 'f $"0 TO 12*0 MAX ROUNDED RIVER WASHED COBBLESTONE AND 00000c 2 CL 15 2g, CONNECTED BY CORRUGATED 000000oc METAL WALL TIES STAGGERED. o°o°o°� VARIABLE 0.00' TO 0�1N2'E PROPOSED FINISHED 0 0 o A BARS �. SURFACE NOTE: ROCK SHALL MATCH EXISTING 0°000°� PROPOSED FINISHED PHASE 2 PROJECT. 2-#4 0000000 SURFACE 0.12 ARHM OVERLAY O°O°O°° 12" p0 00°OOO� -- 0.32 AC r--1-- O O 0000000 EXIST A.C. SURFACE T ° °oO ° N 0.50' CAB. 3a �-' ►�� O'�`i' 00 00 ° 0 °0000°° PEA GRA 000 �- o°O°°o°°o°°o CONTINUOUS BEHIND 0°00°00°00 RETAINING WALLo Ogg 090090 o ° °10 � ° O°O°O°O v 00 00 °°°°°°° SECTION "A" NTS SECTION "B" oo0oo0o COLD PLANE SURFACE 000000° NTS PAVEMENT DETAIL JOINT DETAIL 4" DIA. C.I.P. DRAINS EVERY 50' C.C. o°o°O°c DRILL &DISCHARGE THRU CURB FAC °°O°o°°ooc 000000c 000000c TOP OF SIDEWALK , 000 °°c °000 ° 00 00 0 00 O°O°O O 0000 Are 04 f s `` "`' : `'�• • :.. ::; ONE CUBIC FOOT PEA GRAVEL . �'_• 4 ;� ._• . BACKFILL MATERIAL IN A _ BURLAP SACK, SECURELY TIED. $" SQUARE ALUMINUM OR GALVANIZED STEEL WIRE 8 MESH HARDWARE CLOTH. (MIN. WIRE DIA. 01 W ANCHOR FIRMLY TO BACKFACE. RETAINING ROCK WALL TYPICAL SECTION DESCRIPTION OF REVISION DATE � �: (H-=4'-8" MAX.) STEEL SCHEDULE �- COLD-� p ,o ��9yfycc` PLANE 2'-3" ) II— I � IIli=III= 4"-0* 8" 3'-O" X4®24 --- .121 4'-8" 1.710 209: � IIII�IIIII�II�II SEE SECTION PIRIOR TO OVERLAY TYP . 99 PROPOSED 8'X8' R.C.BOX ''= {'yr - STORM DRAIN, SEE SHEET NO.2, 3, 4, 5, 0. 7, AND 8. FOR ALIGNMENT AND DETAILS. HERMOSA AVENUE - TYPICAL CROSS SECTION (OVERLAY FROM STA. 67+82.46 TO 81+50.00 NTS NTS 2" MORTAR CAP-- I I 'f $"0 TO 12*0 MAX ROUNDED RIVER WASHED COBBLESTONE AND 00000c 2 CL 15 2g, CONNECTED BY CORRUGATED 000000oc METAL WALL TIES STAGGERED. o°o°o°� VARIABLE 0.00' TO 0�1N2'E PROPOSED FINISHED 0 0 o A BARS �. SURFACE NOTE: ROCK SHALL MATCH EXISTING 0°000°� PROPOSED FINISHED PHASE 2 PROJECT. 2-#4 0000000 SURFACE 0.12 ARHM OVERLAY O°O°O°° 12" p0 00°OOO� -- 0.32 AC r--1-- O O 0000000 EXIST A.C. SURFACE T ° °oO ° N 0.50' CAB. 3a �-' ►�� O'�`i' 00 00 ° 0 °0000°° PEA GRA 000 �- o°O°°o°°o°°o CONTINUOUS BEHIND 0°00°00°00 RETAINING WALLo Ogg 090090 o ° °10 � ° O°O°O°O v 00 00 °°°°°°° SECTION "A" NTS SECTION "B" oo0oo0o COLD PLANE SURFACE 000000° NTS PAVEMENT DETAIL JOINT DETAIL 4" DIA. C.I.P. DRAINS EVERY 50' C.C. o°o°O°c DRILL &DISCHARGE THRU CURB FAC °°O°o°°ooc 000000c 000000c TOP OF SIDEWALK , 000 °°c °000 ° 00 00 0 00 O°O°O O 0000 Are 04 f s `` "`' : `'�• • :.. ::; ONE CUBIC FOOT PEA GRAVEL . �'_• 4 ;� ._• . BACKFILL MATERIAL IN A _ BURLAP SACK, SECURELY TIED. $" SQUARE ALUMINUM OR GALVANIZED STEEL WIRE 8 MESH HARDWARE CLOTH. (MIN. WIRE DIA. 01 W ANCHOR FIRMLY TO BACKFACE. RETAINING ROCK WALL TYPICAL SECTION DESCRIPTION OF REVISION DATE � �: (H-=4'-8" MAX.) STEEL SCHEDULE H T W A BARS B BARS C.Y./L.F. 2'-8" 2'-3" .093 4"-0* 8" 3'-O" X4®24 --- .121 4'-8" 3'-8"�17 24 — .139 SEE SECTION 1,. /,. . �, • COLD PLANE SURFACE PIRIOR TO OVERLAY TYP . 99 PROPOSED 8'X8' R.C.BOX ''= {'yr - STORM DRAIN, SEE SHEET NO.2, 3, 4, 5, 0. 7, AND 8. FOR ALIGNMENT AND DETAILS. HERMOSA AVENUE - TYPICAL CROSS SECTION (OVERLAY FROM STA. 67+82.46 TO 81+50.00 NTS NTS 2" MORTAR CAP-- I I 'f $"0 TO 12*0 MAX ROUNDED RIVER WASHED COBBLESTONE AND 00000c 2 CL 15 2g, CONNECTED BY CORRUGATED 000000oc METAL WALL TIES STAGGERED. o°o°o°� VARIABLE 0.00' TO 0�1N2'E PROPOSED FINISHED 0 0 o A BARS �. SURFACE NOTE: ROCK SHALL MATCH EXISTING 0°000°� PROPOSED FINISHED PHASE 2 PROJECT. 2-#4 0000000 SURFACE 0.12 ARHM OVERLAY O°O°O°° 12" p0 00°OOO� -- 0.32 AC r--1-- O O 0000000 EXIST A.C. SURFACE T ° °oO ° N 0.50' CAB. 3a �-' ►�� O'�`i' 00 00 ° 0 °0000°° PEA GRA 000 �- o°O°°o°°o°°o CONTINUOUS BEHIND 0°00°00°00 RETAINING WALLo Ogg 090090 o ° °10 � ° O°O°O°O v 00 00 °°°°°°° SECTION "A" NTS SECTION "B" oo0oo0o COLD PLANE SURFACE 000000° NTS PAVEMENT DETAIL JOINT DETAIL 4" DIA. C.I.P. DRAINS EVERY 50' C.C. o°o°O°c DRILL &DISCHARGE THRU CURB FAC °°O°o°°ooc 000000c 000000c TOP OF SIDEWALK , 000 °°c °000 ° 00 00 0 00 O°O°O O 0000 Are 04 f s `` "`' : `'�• • :.. ::; ONE CUBIC FOOT PEA GRAVEL . �'_• 4 ;� ._• . BACKFILL MATERIAL IN A _ BURLAP SACK, SECURELY TIED. $" SQUARE ALUMINUM OR GALVANIZED STEEL WIRE 8 MESH HARDWARE CLOTH. (MIN. WIRE DIA. 01 W ANCHOR FIRMLY TO BACKFACE. RETAINING ROCK WALL TYPICAL SECTION DESCRIPTION OF REVISION DATE � �: (H-=4'-8" MAX.) NTS LEGEND: tJ ty "r t OVERLAY WITH 0.12' ARHM, EXCEPT AS NOTED. REMOVE AND REPLACE A.C. PAVEMENT, SEE DETAIL HEREON. (SECTION "A" — PAVEMENT DETAIL) STEEL SCHEDULE H T W A BARS B BARS C.Y./L.F. 2'-8" 2'-3" .093 4"-0* 8" 3'-O" X4®24 --- .121 4'-8" 3'-8"�17 24 — .139 NTS LEGEND: tJ ty "r t OVERLAY WITH 0.12' ARHM, EXCEPT AS NOTED. REMOVE AND REPLACE A.C. PAVEMENT, SEE DETAIL HEREON. (SECTION "A" — PAVEMENT DETAIL)