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HomeMy WebLinkAbout2271 ........ ........... 7 .......... 7 _,77--l" r\ ------ BENCHMAR "'7: 'T_�7­ j FD. 1" ROUND HEAD BOLT IN CONC. CURB STAMPED ........ ..... ----------- 'T "SB CO BM 01691" AT SOUTHEAST CORNER OF 'T, "v, -T 7 7-7 :L FOOTHILL BLVD. AND HELLMAN AVE., 1 FT. WEST 0 "j, 7, 7-- 4, 7 ..1_7 END OF CURB RETURN. 7-77-77-11- T ..... ELEV:1203.623 _7 F .. ........ ------------- ------­­- ---------- ------------- ................-----­­ ............ ....... .......... ILL. +------------- .......... WE c4 7 ---------- ............ _777 ------00 -10 . .........q: ------ ii-30 7T7 ------ ...... ........... VERT. SCALE ORIZ. SUM 1 "=4 0 Sao A+00 A 56+00 57+00 58+00 51 +00 1+00 5;'Pso' 0 0 5fft 55+00 696+00 4010+00 908+00 49+00 50+00 uj >U) d > tG > L0 .............. Am ...... ............... .......... cl, ... ----------.............. 23 23 �E 5 E- J I 24 _52+_00v— —5 Y+4 54+00—,— > __50+00 23 __T DETi .00 49+.00- - r 4 8+ 00*0646 Psw 21 22 N 21 2 1 1, 26 117 0 co 22 23 6 28 > AFW t E > qw < z r w m HELLMAN AVEMUE ........... ....... ...... ------------------------- ------------- : 0 NINTH STREET 1,A Z)I MEET IMRPROVEEN"w'im C 6"S T R U 1*O ' N OTC'% SCALE: 1"=40' crrf DESCRIPTION OF REVISION DATE APPONM. (20— 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACK 1/4" OR LARGER PRIOR TO OVERLAY) (; C u N (22)— REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN ON SHEET 29 & 30 PA R (23l!)-— ADJUST TO GRADE (MH, VALVES, P.C.C. BOX COVER, SURVEY MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) HELLMAN AVENOWEE map 011m (B— JOIN EXISTING (SEE JOINT DETAIL ON SHEET 24.) MM7 IMOPROVEMOENTS /i PHASEmml (26�— VARIABLE COLD PLANE FROM 0' TO 0.12'. A IL (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL FRUM 9TH STREET "I"'00% SAN' BERINARLD" NO% Rur%Amu VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) -7 APPROVED BY: DATE:'I'A / (27)-- FULL DEPTH COLD PLANE 0.12 RCE: 53672 CITY ENGINEER ADJUST MANHOLE TO GRADE BY MWD. DEM PLAN PREPARED BY: PROTECT IN PLACE. MVA CITY OF RAWCHO COUCAMUONGA DPAWN 10500 CIVIC CENTER DRIVE MVA 19 OF . 31 CHMM DPAWM NO. RD2 2271 .............................. I f 44� A, IMA ---------- + vBIENIC111 ARK .. ........ A, j 4 J T FD* 1" ROUND HEAD BOLT IN CONIC. CURB STAMPED ........... "SB CO BM 01691" AT SOUTHEAST CORNER OF Al il E� At t T-, -_-A1::, _11 I 1�_ , , I I� 1� 7" "77 ............ FOOTHILL BLVD. AND HELLMAN AVE., 1 FT. WEST OF ......... _:J , �:T` END OF CURB RETURN. _J_ __77,77177, _7 77,:"�,_ '7"___, 7,17, 7,77 1-, T, 1,�, A :J_ --7--i- _7 ...... ELEV:1203.623 :,i 7,7 'A --------------------- 7,17 7 .......... j 777 A 7 7 'T A" I t ''T ............... T'IT------------- �7_7777_77,7,:----------- iw:� n y _77_� 7, _7 711111:�17 7 _1 i" .............. 7"" 77,-_7':_,7 �',77 _7 --------7,_ Lo, 7-1" 77,1':­,��:, ----------- 7 war- ----- P-: v -7, 1,-- -------- 71- X ST, T 50 _vu 114 0 __�,------------------- + < "T, �_j ------------ 77 7, 7"', _7�7,7K­ -7, 7, _._7 _7'7�',_ __. C4,4 Ky 7 -!a Lo _00to -:--Lc) An 777-77,77,-, '7.......... 7, -T, 7" PROPOSED' _777, =_4 .0 _:_7 + _J� 7, ------ Lo 0) ------ 7'"", 7- :771 ------ ------- 77 "7,- v J ------ -7-77- . ..... T,_,, 7 ;�j E_� _7 0 _7 "�:111 171 0. 99% _7 7_1 -77;= _,:7_7_'T'7 7 7: 7� v -7: :7, v ---PROP OSED��_:- INI H ED 7 �........... in-_ c 1- 7-T----'W_ ------- 77, m �­7, ­­.­­-_­ __ 1, _7 77, TE LINE— �176- 0 ---------- .00 + wil + c n- -:. 7,_ 7-,,, I _,7 �_, -,K-) (D 7 _7 7_7 777777", 7:-,7, :"7,-"-"__--_-_- 7", ------------ "T, , 7: 7 7777, _7 7_ 1'7-111-, 7: .. .. .... 7: 7�_ __ C>- . ..... q:� I _7: -7, V J ---------- ------ ........ -------- 77 W-7: 77� I_ 77�_---7------_7--- ,­ __: 1 11 - I ''I ,_ ,I-,-- Al ....... --------------- ............---------- ........... AD- ------- "T7,77-- --7- ------------- 77+ :7__7 77-11 0 _1-1-111 I I ", v__, :,m_ _-: "1 11 11 ''T 4 7 d ---------- 0 ...... 7, _T '4, .......... y % ..... ... ..... CL_:� _e _171-7 7 7, 7 7"7".,:�77,� -Jo 0 (c) 77-7_7-7,77-, _17- 7--------:�,_T_,777,77­ (o ................... ------------- LINE _J` ...... -------------- ....... ..... ��"77_ ............ ----------- ------- 7�7'7'7­', 7 T'.7,"" __­���:_,"'"' ­­,:,__­, __- ` ­_ I--'"Il, Or j -J Z­�� 0 Lo__ 7_,_7 7-77, n ------ :::_0-------- ----------- L .......... ---------- ------ 7-:, _:7 77_-7 7, __0 7 el q: "q_ ------ EXt NG--L ----------------------------- ...... _7 _i: ..... 77,:, .................. ....... 7_"�' ----------777�__ ......... A, ------------- ------ ---------- ...... 7- :�.......... v i��.........1_:�:: ----------- ------------ ------- 7 7',7 7_7........ -17- ....... vT-,__1'__1 ------1--, L_," _7 I ........... A......... _-ILL 7_7 7_77 7 7�7,77__7,7=77-___11 T­ :EE ...... ....... ---------- ------------- --------- ------------- ---------- ......... e 1, 7 '7, �.......... ........ 77 -------------77 J 7,7_ 7"'77 7__7 77_" 7 - ----- 7-----1 77, 7, 7", 7,7 ........................ 7., 711�_- 7:7-1 7_77 77 7 7 "T "_.... ... 7,7'- _7"77 ......... 1­111­_� '7JI7,11-1 7 7_:_ 7 'CALE- RT. 0" ::L 'ORIZ. SCALE CALL SO+00 s9+oo 60+00 614 +00 622+00 W071+016"I 'mLLE%r 641+00 66+00 607+00 68+00 69+00 UA IN" it I > z UJ 27 0 MASONRY WALL x GARDEN WALL __o CURB ---4v4- I N f� - m- IMRDE* 0 RET. do--% it t 1�" i 10' TRANS In 2' HIGH IGH MAX. 6" HIGH 1 _5) V-2' HIGH t 8 �C TO 12 CF F.:< cn=) -UK 31 m r 0 V)3:: 57<0 31 �36' 31 L >I (n w 0 moo Zp, .11 ujud X111 00 W 0 0 �w L0 Q: all 18 !-0:0 :,::F� inco to - to J'd m CC) 0)04 x mcom co cq En U 04 X r-m 0 C-4 co w 00- cr I LLJ LL. X: 00 p..0 m Lo En co 10 1 0,��*,', rnco Cy)r-L.4 CF,.1. d ,C-4 61" r--%a,-. oi mm Lo m 0 01* (D (00) ci T_v- r."I J- co Lo to In 0 C4.-: 11 V)'t 0 '1- � ,a 1* If 1 0 . <+ -j 15 0) 0) 00- 4 00 0) v m N LOU') +00, + (66 + * 6 * + qtl* c*4 + Mim i-u- cc-t 11 4 m :mc.) C14 t--: 29 + 3 to 5 co Kiwi < co V) 33 *I.� co Jd Lo Lo 60 0 _�j 8 U) m U-0, Co Lo co RENOWN _j + to 18 w�_U_ _j ------------------- mwlw'_� 8 CD 12Y- 4T ,�% W 0 --------------------- T =40 rx SCALE TV 8"BLDER PIPE-PLAN 172 ------- --- up _T ...... ...... 4E 4U 25 AD- -a- !-�tL% ME 4C 29 Rai �-wr.4 - - - +_0 Zo 21 22 L0 7 18 26 =rNT 0 o� S+ z WIN -------------- _4 Z-1 ------ 4�tiav-------- 7�-74 'A _q ------------------- 1-4j d A S GAS GAS 4 GAS.===r;=.-_GA S- iGAS----GAS- 11-4 4 13 4A ZX < 25 r we 0 ow r�,z w r...z Q 0 0 _j RIP ci< F_:cnm ow �_A zv)m o< z 0 > zo 4, 00 _jK)w 00 C)< + loILL] (.)Cox T-N Qcom V-0 (D mm DEVON HIELLWAN ALVEN UIE I STr%1 1^-rl,-%L I LEGEINID. "OTE"k 0%'MEom"" IMPROVEMENT WN KUIL#I UN NL z:i w 11 :�� b CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT COLDMILL & OVERLAY 1 CONSTRUCT 5" A.C. OVER 6" CRUSHED AGGREGATE BASE. A R ROO` IN R A 011 Ulf TE Q- L 90*22'03" 27.17 _&2CONSTRUCT 3" A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE BASE. CONIT., 89*3757" 31.29 20.00 19.87 RECONSTRUCTION & OVERLAY CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, 31.54-1 20.001 20.13 (21)- 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE 90G21'44 PER CITY STD. DWG. 101 AND 103. AND CRACK SEAL VISIBLE CRACK 1/4" OR LARGER PRIOR TO OVERLAY) W- CONSTRUCT ACCESS RAMP PER CrTY STD. NO. 102. CRY N-.� DESCRIPTION OF REVISION DATE .*­%� @_ REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS (5)-- CONSTRUCT 8" CURB & GUTTER (A2-8") PER CITY STD. DWG. NO. 104. SEE STRIPING PLAN ON SHEET 29 & 30. N-.� ADJUST TO GRADE (MH, VALVES, P.C.C. BOX COVER, SURVEY VARIES 27' TO 32' (PER PLAN) (611- CONSTRUCT VARIABLE HEIGHT RETAINING CURB. CITY OF RAN""H"O "w"CAMOINGA MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) VARIES 25' TO 30' (PER PLAN) 2 (7�-- CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. 307. (SEE S.D. PLAN). JOIN EXISTING (SEE JOINT DETAIL ON SHEET 24) 0 16 PLA11 & OP"ROFILE 0 LA_Z: CONSTRUCT 8" MASONRY GARDEN WALL PER CITY STD. NO. 606. LA_M a CD 66 -3, CASE A. 10 W 0 10 * 0 0 CONSTRUCT CURB RAMP (TYPE 6) PER APWA STD. DWG. NO 111 Lu "nElmot" At"OUE 0 gh Alk Oft (9 )- CONSTRUCT DRIVE APPROACH PER CITY STD. NO. 101. C1< M&O W CL VARIABLE COLD PLANE FROM Of TO 0.12'. 0- MEU I N_ RMS&MAEM CONSTRUCT CROSS GUTTER PER STD. NO. 106-A. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL 3.19% 1.507, EBO __%. VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) (19- REMOVE PORTION OF RETAINING CURB. um v 5 RDIO'"% ROAD E 0.12 FIR 1 IN lu Nu �)o 00 RELOCATE POWER POLE (BY SCE). 00 smZA 0 ADJUST MANHOLE TO GRADE BY MWD. 0 0 -000 APPROVED BY: DATE 0 CrTY ENGINEER RCE0- 53672 13 RELOCATE SIGNS. (29)- PROTECT IN PLACE. 5"-6" PCC PAVEMENT RELOCATE TRAFFIC SIGNAL PULL BOX. PROP. 8" G&G 6" CAB DMM PLAN PREPARED BY: .ow-% @I--- INSTALL STREET LIGHT 16000 LUMEN BY (SCE). REMOVE EXIST. REMOVE EXIST. LAVA 4%1 REMOVE EXIST. TREES, SIGNS, A.C. PCC PAVEMENT, GUTTER, RET. WALL & PCC CURB. PROP. PCC SIDEWALK AC. PAVEMENT & RIBBON GUTTER m CITY OF RANL;Ilu CUCAMONGA 10500 CIVIC CENTER DRIVE 41mr 16 REMOVE PORTIONS OF CMP DRAIN PIPE AND DROP INLET. (SEE S.D. PLAN.) PLANT STREET TREES (24 GAL. CRYPE MYRTLE) AND PROP. RETAINING WALL 5"-6" PCC PAVEMENT wmm RANCHO CUCAMONGA, CA 91730 _@_ LITTLE JOHN(WEEPING BOTTLE BRUSH) 0 4' SPACING L__A 1%1 x1r I I r*.1 MVA 17 REMOVE AND REPLACE EXISTING MAIL BOX. INCLUDING IRRIGATION CONNECT TO EXISTING. HELLM A N' A%V Elk N'U E T"'TP I C 'A' L C"'R 0`S S S E T 1 1'4 OF 3 1- 18 RELOCATE TRAFFIC SIGNAL POLES & APPURTENANCES (PER TRAFFIC SIGNAL PLAN). %1 0%r% r%&I% NTS CHECM ORNMW NIX REMOVE EXISTING CHAINLINK FENCE. FROM STA. 0^1 +84.97 1 v 00+42*0/- RD2 2271 7777 7777 7 r + BENCHMARK ----------- 77= --------- FD. 1" ROUND HEAD BOLT IN CONC. CURB STAM 7,_1 ------------ ---------- "SB CO BM 01691" AT SOUTHEAST CORNER OF --------------- ---------- ------- FOOTHILL BLVD. AND HELLMAN AVE., 1 FT. WEST OF ---------- -------- T-, ---------- ------- ------ END OF CURB RETUR ------------ 3.623 ELEV:120 ---------- 6 ---------- . ........ ---- -3 L ---------------- URB-- ------- 71 ul---------- E _LY- ------ 3' MIN. HEIGH F PROP. MASONRY GARDEN WALL 000000 0 cp 6' MAX. PER CITY STD. NO. 606. 1 Z_:A WLUIABL ------ WARNING rn uo r"V�= 4 ----------- ------ Ao 4* PCC PAVEMENT !7 T= EXIST. PCC D/W PROTECT IN PLACE 4 RETAINING PROP. S/W URB C i---------- ------- �40 -------- 'RA > mr-_N E uJ PROP. C/G 0 ----------- r ----------- UA "A IL ---------- H C RA P D r m ISH D�"- --------- T.S. RLI ------- -S RF ---------CE ...... ors m ------ _7 N 0,; ---------- ---------- SEC 110NA X` Xf T.S. ........ Oj,* Lo---­--------- c RETAINING C CURB 'o Z_..... L.I ----------------- 0 ................ S'LY ----------- tK N'LY R/W R/W -------------- -------- ---------- 0 ............ --------------- ------- ------ 0 0....0 ...... - ------ 30 30 ------- ------- -ECT ----------- ------ ......... ------ 'El ABLE ol ............. 129 1 181 18" 12 WARNING ------- VARIES CURB 2 -- --------- HEIGHT - ---------- ........ ---- ------- DET K RAMP Al L 1;7,1- ------- ORA HORIZ. SCALE: =40 0 N.T.S. 20 =0 VEK I S CALE. A +AM A111 19 mm Aft Aft +Aft Alk AM Aft 9% w+uu I +00 1 uu I+uu 0 wu 6 MA TCHL INE — SEE SHEE T 20 32i 5 6T*9 6 4 (D 9266 0.5' HEIGHT T !�_t\V. 81 x RETAINING CURB ROO Lo x Ld m,o 65+29.08BCR f"I A 0 Lo in Lo Lo � %.or%LLE tv"EJ AAR Tv, PICAL XSECTION' x TC=52.33 �-WLO 11 6 FL=51.66 N.T.S. 13 x -e-+ 20 MATCH EXIST L m U- 9+47.76ECR : I I TC=52.49--FL=51.48, DETETABLE N I L WARN NG CIL INIT. 2"G T F90.74 RET. CURP GA 64- 5 4' 18)+00 MAN AVE 8+001 or-, S89*45'20"E HELL 30 10+00.00 T1 EXIST. IMP. PLAN 9 5 CALLE VEJAR SEE D WG NO. 2265 �0_ 'W co -4 D4 t2L SCALIE: 1"=40" 15 X x MATCH E ST. H HC; RAMW DETAIL H H H H H 9+53.25 _R H H H A H N.T.S. 9 H 1 8.33% H 1 000000 H Co 17 a H H H u):D z 00 H 57<0 UJ OnH L60 H Go H 64+53.04ECR DETECTABLE x H 0 LLJ Ov-H U-). 14, H WARNI 16 H H 04 +04 TC=51.29 H 14-H 00 T- FL=50.62 H umn H H 1--w t H H x Lo H + H 1,06 H RET. CURB 9263 9271 mu co U-H H I,6Z6 r�o 6 x +C O)V- x 0 HELLMAN VENUE CALL VEJAR RAMP DUAL. I A 11 A P%0%L A e%-r-'%U^'r L I N.T.S. UUNZ)I K Lo 110N Illu'l ES- 'Zo3l"REET WIPROVEMENT & REMOVE PORTIONS OF CMP DRAIN PIPE AND DROP INLET. (SEE S.D. PLAN.) 1 CONSTRUCT 5" A.C. OVER 6 AGGREGATE BASE. 10-1.1 (17)— REMOVE AND REPLACE EXISTING MAIL BOX. 2 CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGGREGATE BASE. RELOCATE TRAFFIC SIGNAL POLES & APPURTENANCES (PER TRAFFIC SIGNAL PLAN). CONSTRUCT 4" THICK PCC SIDEWALKs WIDTH PER PLAN, L My PORTION OF AFFECTED BRICK PAVER _x APPROVEM PER CITY STD. DWG. 101 AND 103. DESCRIPTION OF REVISION DATE (4 )– CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102. IN LIKE AND KIND. AM 9k dk CONSTRUCT 8" CURB & GUTTER (A2-8") PER CITY STD. DWG. NO. 104. @— CTED EXIST. IRRIGATION LINE, CAP END OF PIPE 00 1"ce 20% EL a 8.33 NOW V %if (5) RESTORE LAWN IN LIKE AND KIND. vr CAM RGA DETECTABLE WARNING CONSTRUCT VARIABLE HEIGHT RETAINING CURB. OFILE (29�—PROTECT IN PLACE. PLAN & 91PRIO" (7 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. 307. (SEE S.D. PLAN). RET. CURB 9k ffi� Lis lmom (30)— INSTALL RIVER WASHED GRANITE COBLESTONES PER CITY STD. NO. 542. mar.-U." AVEmUL -8% CONSTRUCT 8" MASONRY GARDEN WALL PER CITY STD. NO. 606. 30 mmv ROACH PER CITY STD. NO. 101. STREET Namm"ROWMENTS PHASE=ml (1011– CONSTRUCT CROSS GuTTER PER STD. NO. 106–A. A NO R` r% z311 Z:)AN BERNARDIL AU @_ REMOVE PORTION OF RETAINING CURB. -40�� RAMP DrEwrl'AAIL APPROVED BY: DATE: 4 /-7 E)13 RELOCATE SIGNS. N.T.So CITY ENGINEER ------ RCE-0 53672 PLAN PREPARED BY: RELOCATE TRAFFIC SIGNAL PULL BOX. DMW Tv O%F RANCH^ WICAMUONGA (1 5�— REMOVE EXIST. TREES, SIGNSo A.C. PAVEMENT, GUTTER, RET. WALL & PCC CURB. MVA Cl I I u v L; 10500 CIVIC CENTER DRIVE DRAWN RANCHO CUCAMONGA, CA 91730 MVA 21 _or 31 CHECKIED DROM NO. n-74 RD2 22 2- T e I I . I . I � I ­ .---.-------- --- I I - - - - � — I � � � I I , I I � I I I , I , I I I ie I 11 I I'll I I I ,"" ... : 1, I i i I— ­ -I'll,1-1 — , . ­ — I- I "I I I - I 11 I I I I I I, - �, i i 11 I : , I ,, , , , i _ I , I ''I I I ''I I - 11 111- I -- , '', '' __ "i 1-1 " � : 1,�, -I� "'' , ,, 11� - _�_I-- - --:�_--i-':­� -:- -�,­T-77"',�T7 ----,:f--,--- -,- --"-" __­:� --- 11 _7�i: ::",�,"�,::,,_�:���,-,:":,-,�, & 001%1 16 A I ''I'll- ''I'll'', ,-:,,, 4, "'',,,,'' ,:I I lt�_",,,:- --_i, '_ , , ''I � I ! I :. 11 i , ,i '' ,,,,,,:1� ­­ � - - - ''I 11 I'll 11 I ", I 11 , I -1 _ _1- " � �I - I 11 11 '' � , '' , " � I t j, I I- I --Ili , I , I I I'll I'll, ''I I i, - � : ---� _�, _�t,��:��_ , 1_1_�� 11-1-111111 , ''�,, I I I I �_� __', I"I - ,_ t'' " , I I': ,,_�_ I , - I I ''I''I'll" I t, _ - "" ,� ___ I I ,", I I ,, , , 1 ­- I.__I­ -,__�v:�:, I -1 "I',"", ­I-1­-11�"I I- 1111-1-1111,J�I ­­_­ I ,- I 11 I I 111-1� I I­ -i__ 1-11, ­I I i ; I "I t, -, , -­11 -111111 I -11-1 I 11 I i I I , � I I ,'' I I 4 I :,[1-­­­ "I�__,:�j": :-, '': ­­­­lllllll_­___'___,V_i_ :_,__,,,.,_I--_:,,-._ - ,,, ,- �___ _:___:_l_,______ ,- __-_,_:_J,_::�-._��----___-_�-.-__--. �--,-,-,--_____"-��_1111131--l--I­­� 1 I I I - '­­­11--l-111---11-.....­l_-_, � , � -1 - __11, - - - I -, I"__�,, ",-:,::,____'__,__,"_ -:, , i,�,'�___,__ , --,-,- ,-,-::,,_,_ 1-11 11­ � 11 I , 11 "I ____- ---1-1---,- I'll, -,­-7 ,--__"_,__'___,l_l___l­l-,---- I ­---11-----�-11--- , i I -___,",---- :-,­-," -�� .'' 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(NOTE: AFTER COLD PLANE, ROUTE \1_111 crrf DESCRIPTION OF REVISION DATE mvw4m 4 CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102. AND CRACK SEAL VISIBLE CRACK 1/4" OR LARGER PRIOR TO OVERLAY) . & ..� (4A�— CONSTRUCT MODIFIED ACCESS RAMP PER DETAIL ON SHT. 3. & REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SCALE: 1"=40' Nl-_� @_ - - - PER PLAN ff In N In I I - - %if t 1, .-_�. PER CITY STD. NO. 102. I--%, SEE STRIPING PLAN ON SHEET 29 & 30. 0 ;mv w , Qy�— CONSTRUCT MODIFIED ACCESS RAMP PER DETAIL ON SHT. 3. & . (23�- ADJUST TO GRADE (MH, VALVES, P.C.C. BOX COVER, SURVEY 2'-------&_ 1-4 ---0- - - 2 - PER CITY STD. NO. 102. \-1-1 - - L A A loo� MONUMENTS, P.C.C. PAVEMEI`4T AND OTHER APPURTENANCE.) 0 - PLAN & PRO%FILE lo_�l . A �_ r1i u (5�- CONSTRUCT 8" CURB & GUTTER (A2-8") PER CITY STD. DWG. NO. 104. U-Z % . �_ _%, C>LLI 0 U-= l0v_ I N'R� , ""� N.� (24)— JOIN EXISTING (SEE JOINT DETAIL ON SHEET 24) a 0 Ld OF 'k m m .0-11-. :2 0 , N-01 � W!g I 10 %Z� 10 m 1100 HELLMAN AVENOUE Q6� CONSTRUCT VARIABLE HEIGHT RETAINING CURB. .e� C.D e, z .Q w W lqrZ�l- m< '��"' b CD --"%L N 11 - m 0 % " ,\ -cc R-0 .1 (26)-- VARIABLE COLD PLANE FROM O' TO 0.12 . w 0- l>.-cl;0 w o- - \-,/ r) MEET IMPROVEMENTS M— CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. 307. (SEE S.D. PLAN). " N.-.f (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL 000%- 3.19% ��,��lll''I I��,,..�,� �I I 1 1.507, so=,a .-� VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) -- - I ��� -_-----___ — _ _ _ PHASE 1 (�)- CONSTRUCT 8" MASONRY GARDEN WALL PER CITY STD. NO. 606. (�� � -.--I I 1 - ���� I.-I'll''', -1-11 .. ml . I :!!��,��� I ''I'llip''ll; I ---------__ , SAL _____�...... l-___________ � ,, .11-% NE 0.12 1! _______----n-_­_o -0 0 c FRuf%LMA 9 TH' ' 'Z3"IR E E T 1`0 N' BERNARDINO ROAD (9)— CONSTRUCT DRIVE APPROACH PER CITY STD. NO. 101. I Q 00 w I ________ I - lll� — lo__-� - 0 ,�.,�,,���.,:�,-*,-.-�f.,4"�.��,�I ­., , I -.i !�,*.-,f,4`.-,;o��x--��,. . N%_�/ . �,� - _­ -K I � �x T­­�&L ,;_�_!��,� � �!­ 0 ­_::�.. I ',:',;;,�--;�. BY.. __________=0_ DATE de-I.. .�_. �'.-11 11 1 . ,% . �,_...-.­, APPROVED - — 1 (28�— ADJUST MANHOLE TO GRADE BY MWD. L _ Q ..... ��,;;� .1. _-.1 j ,i! !,:��� -�5��� - , D Q ,-� �.`�: . or ­�� .1,i.�:4­--- 00 Q2)- CONSTRUCT CROSS GUTTER PER STD. NO. 106-A. N.-.� -000 !-,--- ,­ 177 .l__."l*-I ,­. ()o CITY ENGINEER i ­_ y1fl-;, �`;;� �­­' - . 1;;;,." RCE: 53672 - 1". ,­�_il� �` , , � I 10-11% �_. 1�1 � - - I, "I�'l... �� . .-ll ��t­.­,�4�­ ­.I . . . ­.. - @_ PROTECT IN PLACE. - — ----------I--- - _______________ (1 1�- REMOVE PORTION OF RETAINING CURB. 5"-6" PCC PAVEMEN DEM PLAN PREPARED BY: PADOMMENM N%_�/ @13 RELOCATE SIGNS. REMOVE EXIST. REMOVE EXIST. REMOVE EXIST. MVA — CITY OF RANCHO CUCAMONSIGA a?p __ RIBBON GUTTER AC. PAVEMENT & RIBBON GUTTER I - ,,— .0---%, 6" CAB DPAWN 10500 CIVIC CENTER DRIVE MELT Q�>- RELOCATE TRAFFIC SIGNAL PULL BOX. & A L 5"-6" PCC PAVEMENT ,,-%L I RANCHO CUCAMONGA, CA 91730 n n I%r MVA /-/- OF 3 1 10_1..� m A % 'rE ME — T%I'#Plu'p%AL 'Re"S SECTIUN ES, SIGNS, A.C. AND PCC PAVEMENT, GUTTER, RET. WALL & PCC CURB. HELL AN AV N 11 u u�) - — . a A NTS CHECM WOW NO. FROM STA. U6442.6%2% TO E31 +54.3/2% RD2 2271 1 ,I, I - � I � _� - I - I I i I I i A I i � , I I — '7'1":,:�"___��'_�::, �::��:�-_-_:_ l­ I 1 .1-.1. 1,- I �, _,��l i t I -- i i � I t I � I � , i ­ ---] I - [ �_ - _�_ —1-4— 1 ____====l.......�_ � -J_ L — � - , ­ - � i _� i i _L I I r17 __� � I ___ --i t i I F�_ I � � I � - � - 11 I - 7 1 �l - _t � 7��� I � i I I ]L_ ; I 6 - � � 2 - r4 1 � t I E L�� � - -- , _,_� i �� I � I �� -7- 1 1 � L�� m.� � � L� I , j :_ 7 ___�_� I', �� I �t _ _ �� � il'_� .11 I I I I , -_,��___� i .�� - I �� L__ _t _'.. , ,I � , I I I I i N - _____ ` __ I I i .��I Ll - , - ' ' , _7_11_7� i I 01- It j I i I I I I I 11 i L t I i 4 7� L-L-06, 71� _��� ___7 ILL __�_�l __�,_�_4__;_ � , 77 1 !!!i � I I t � -1 i i I I I- � I I -1 I A 1 14-A I_ �l I -1 I I , \ r t kl \\� 1 21- 6 �r , I . _77 77 t77777 BENA U10%HM'"ARK' FD. 1" ROUND HEAD BOLT IN CONC. CURB STAMPED ----------- 77777.........----_ ........ SB CO BM 01691" AT SOUTHEAST CORNER OF ---------- ----------- ''I.......---------- .....IEND OF CURB RETURN. FOOTHILL BLVD. AND HELLMAN AVE., 1 FT. WEST OF ----_-_-_i_- . ......... 77777 t ELEV:1203.623 T_ -------- .. ...... ....... 4 T 777F77 I----------------------_--------------- I ............--------- --_--------------!77 ..........-------_­ ----- ....... -------0...... ------- T.-7-0:1 -wimp-.,a ------oi L -- ----------t ca, 0..u - : _ 7 7 ]�� 0 vj ------------uy: 77�7+-6 .........--------_-...... 00 Iu+- 00 co ---------------------- ----------0 oui, 1 1 l—, -,�,- ," ,-, _1 - - - 2�9%4 -0 � - 11 I I )0,,,, - I __ i _ _ tN ---------- .............-0 _------ ........... ---------------—77 4 ----------- ------- ----------............ - ------------------------- -------------------- Il_04 0 ---- ---4 .,+ i_0 ------- +.. ........ ---------- .............HORIZ. "M 1 `40* ------ ......................-----------*ERT. "M 80+00 A%0% +Afto 8-11 +00 82%+ 8%,,3,+0 0 84+uu 8 5+U`110 86 u 87+010 88+00 89+00 90+00 O� co t0 IL tIL - 3\7 ----------------------------------------------------------------------23 ——————————0 1-+ 2382+00 8-3400 84+00 85+00 86 I21 22 G.---- ----- co 0 (o 23 -As TPOM S 3'PEM G A S EX. 2x4 Rus--- ---------------------- /99 7 21 2. 23 c/)E3 23------------ -------- BURP OUT RCB-PLN 1258 C3 2 RCP-pl_N EX. 6'x7* RCB--PLN 1258 1258 04 LL_t 0>Lo 0+zw LLJ 0 oo WW L0 L ^'rill%L A L HAELLWAM A VEM UlE FOull"ITHILLI BLVD oz-34TREET IMIF—*4ROVEME14T I UN NOTES.- CUNITo (1 CONSTRUCT 5" A.C. OVER 6 CRUSHED AGGREGATE BASE.D_— (21�— 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE 2 CONSTRUCT 3" A.C. PAVEMENT OVER 4 CRUSHED AGGREGATE BASE. AND CRACK SEAL VISIBLE CRACK 1/4" OR LARGER PRIOR TO OVERLAY) "'— CONSTRUCT 4* THICK PCC SIDEWALK, WIDTH PER PLAN,\,.V @..-- REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS PER CITY STD. DWG. 1 01 AND 103. SEE STRIPING PLAN ON SHEET 29 & 30. /1'�\ (4 )– CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102. ADJUST TO GRADE (MH, VALVES, P.C.C. BOX COVER, SURVEY CRY @_ MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) SCALE: I"=40' DESCRIPTION OF REVISION DATE APPMED.0 CONSTRUCT 8" CURB & GUTTER (A2-8 ) PER CITY STD. DWG. NO. 104. (24— JOIN EXISTING (SEE JOINT DETAIL ON SHEET 24) CONSTRUCT VARIABLE HEIGHT RETAINING CURB. C17Y OF RANCHO CUCAMONGA 2 (20— VARIABLE COLD PLANE FROM O' TO 0.12 2* f CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. 307. (SEE S.D. PLAN). (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL 0 LA U- PLAN & PRU'FILE VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) 0 U-CONSTRUCT 8" MASONRY GARDEN WALL PER CITY STD. NO. 606. If 0 0 uj 0 o �?,FULL DEPTH COLD PLANE 0.12 C.D ui HELLMAN AVENUE cl<(9 )— CONSTRUCT DRIVE APPROACH PER CITY STD. NO. 101. nor ADJUST MANHOLE TO GRADE BY MWD. MM7 Iml–RMSMENTS CONSTRUCT CROSS GUTTER PER STD. NO, 106–A. 000%— 3.19% 1.507. (29�— PROTECT IN PLACE. PHASEmmi-A _0 000 REMOVE PORTION OF RETAINING CURB. 0 F Kr%U'%M 9TH 'S"Y'REET SAN BERN AAR Urk INJ"' R 0 A D ADJUST MANHOLE TO GRADE BY VERIZON. 00 �� ft 1 00 ov�00 RELOCATE SIGNS. L APPROVED BY -----------�0'0 DATE 00 CITY ENGI RCE- 53672 NEER RELOCATE TRAFFIC SIGNAL PULL BOX. 5"-6" PCC PAVEMEN(1 5�— REMOVE EXIST. TREES, SIGNS, A.C. AND PCC PAVEMENT, GUTTER, RET. WALL & PCC CURB. DEM PLAN PREPARED BY, REMOVE EXIST. REMOVE EXIST. REMOVE EXIST. MVA RIBBON GUTTER ("ATY 00"F RANGNO CUCAMONGA REMOVE PORTIONS OF CMP DRAIN PIPE AND DROP INLET. (SEE S.D. PLAN.) 6" CAB AC. PAVEMENT & RIBBON GUTTER DPAWN 10500 CIVIC CENTER DRIVE RELOCATE TRAFFIC SIGNAL POLES & APPURTENANCES (PER TRAFFIC SIGNAL MODIFICATION PLAN). A LAB 5"-6" PCC PAVEMENT RANCHO CUCAMONGA, CA 91730 n 1 ff% I u MVA 23 oF 31 HELLMIAN /-\%V'EI%4 *E.,,,, -- T**-T/PIU"%AL CRU#'%SS,,,, 'toEC%Tlu`NN– � l s-%0% CHEOM 1pmoFUM STA. NTS DROM NO. F11% `1 +54.32 RD2 2271 77 t ILLL 7""`""`7,ioo fl P t d GIP ailat PiP ( tld p R 1 QI 81 J p'� d 6 f f A,f) } PB P 9 7 PB f d f It t } Q y g P# CI td 11 dl kt ft "I iP I P SCC I, PER PLAN PER PLAN PER PLAN 2' , 2 PER PLAN 69 Gr O A 1? 1 O a UJ CDy w CL Lu CL .lbp; O p C7 p C,� - --- --- - Q h If ----------------- 04 L [,o -0 070( Poo 0 .ry - - - - - - - - - - - - - - -0 7L .t a 2 - ROUTE AND CRACKS SEAL VISIBLE CACKS 1/4" OR 2 ,: .. . �.... ...��. .� .. . .. .... + 0 . � LARGE IR TOO LY ( .) AF COLD PLA 29 23 29 24Ak DETA Y 23 `AL '-*'R '—"SS SEU*o%Tl0`N" Mxi _ __ _ -Ef d - r d „ li p YY ! Ad tl f I B AEkUE OVERLA"T" T 'Pl ' u u H E L L MA A hN AV N T U GAS GAS FROM STA. 81 +54.32 TO 87+55.72 Y PROPOSED FINISHED C SURFACE ' COLD PLANE 2' 0.12' COLD PLANE 14ELLWAN AVISMU= d EXISTING AC 0,12' ARHM r SURFACE u') •--_. - ... ____ -___ I 00 P COLD PLANE SURFACE STREET IMPROVEMENT CONSTRUCTION NOTES: SAN BERN�t1RDINO RD SECTION Xs,� EXIs�nNG AC 10-- CONSTRUCT 5" A.C. OVER 6" CRUSHED AGGREGATE BASE. N.T.S. UT " OV " CRUSHGG T A . (AREAS ERE CURB GUTTER ONLY} CONT.-0— .0 %il CONSTRUCT " THICK PCC SIDEWALK, WIDTH PER PLAN, PER CITY STD. DWG. 101 AND 103. 21 0.12' ARHM OVERLAY. (NOTE.- AFT COLD PLANE, ROUTE CONSTRUCT ACCESS RAMP PER CITYT . 102. AND CRACK SEAL VISIBLE CCK 1/4" OR LARGERPRIOR TO OVERLAY) : CONSTRUCT " CURB & GUTTER (A2-8") CITY STD. DWG. NO. 104. 2 REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS 25' SEE STRIPING PLAN ON SHEET30. 0.12' COLD P .012' ARHM OVERLAY. VARIABLE COLDPLANE PROPOSED FINISHEDC UCT VARIABLE ! RETAINING CURB. F ' T0.12' DEEP23ADJUST TOG ADE (MH, VALVES, P.C.C. OX COVER, UV , m SURFACE 7CONSTRUCT LCL DEPRESSION PER CRY STD. DWG. 307. (SEE S.D. ). MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) cn 2 JOIN EXISTING (SEE JOINT DETAIL HEREON) w CONSTRUCT " MASONRY ALL CITY STD. NO. 606. w 1 �- 2 VARIABLE COLD P F T .1 . EXIST A.C. SURFACE C� �• ' �''�, I T . . 101. CONSTRUCT IVH (NOTE: AFTER COLD PLANE, ROUTEAND CRACK SEAL <m 1 CONSTRUCT C T . 106—A. VISIBLE CCK 1/4" GE I TO OVERLAY) a° 11N—or V PORTION F II CURB. 27 FULL DEPTH COLD PLANE0.12' .00-11 1 L ATE I ADJUST MANHOLETOG ADE Y D. 1RELOCATE TRAFFIC I L PULL BOX. PROTECT IN PLACE. 00 (400 q o 0,0 PC 000o 00 '000 EJ C?0,C}006 nt5 REMOVE EXIST. T SIGNS, A.C. PCC PAVEMENT, U ALL CC CU �� � 1REMOVE PORTIONSCMP DRAINPIPE AND DROP INLET. (SEE S.D. REMOVE RESIDUAL AC LEFT BY 1RELOCATE TRAFFIC SIGNAL POLES & APPURTENANCES (PER TRAFFIC SIGNAL COLD PLANE OPERA11ON TO PROVIDE J OINT DETAIL NTS, PULL DEPTH BUTT JOINT FOR OVERLAY. COLD PLANE SURFACE VARIES 7' TO 3 ' (P ) PER PLAN PER PLAN PER PLAN 2' VARIES ' T ' P PER PLAN 2' 2' PLAN PER PLAN 2' w It ky.-lP 0 u- u- crrf u- Al0 UJ DESCRIPTION OF REVISION DATE w w G• F<'' Q' '�q `''qC' C.D �� Q, �„ wCD G• QT , QQP 'd �' r 1ff Y 0 F R A N('m;"m"'(f) Cu"CAM""GA VN - Q 1.50 000%— 3.19% 1.50% . . . ® �' . . O.a07— _ Q S'. 'tea`°" '•::r? a> .. 00 �''w4C} C? ,a °. """'..'.. ^zas..w°saw°'2„`®+„1:..q.a";:t'.g:4,„'•a•"'¢^ x®o-am^Sad',Rr.a;fa.»,b:.s.P4. rt; ` a.y_<R®: pV':s•0" -.;..m.: 1 �� HOELLMAN AVENOUE 00 � 00 STREET IMPROVEMENM 6" CA "® ” PCC PAVEMENT 5"-6v PCC P ENT " G REMOVEEXIST. EXIST. PROP. PCC SIDEWALK AC. PAVEMENT REMOVEEXIST. 0 EXIST. REO EXIST. P#WkSEwm 1 RIBBON U I ON GUTTER AC. PAVEMENT IGUTTER PROP. RETAINING ALL "— " PCC PAVEMENT " Cq5"-6" PCC PAVEMENT - HELLMAN AVENUE TYPICAL CROSS e:ITYPICAL. SECTIONt 53672 FROM STA. 61 +84.97 TO 66+42.62NTSFROM STA. 66+42.62 TO 81 +54.32 NT DEMP N PREPARED BY: CilY OF RANCHO CUCAMONGA 1`0500 CIVIC CENTER DRIVE DPAWN RANCHO CUCAMONGA, GA 91730 SHM MVA 24 or 1 1 HELLMAN AVE & 20' ALLEN' INT. HELLMAN AVE CALLE VEJAR _.___._ _.. ... __._------ ___.._....._._ __.____....___..._._...__._..__.___..__..__.____...._.___.__ ._._._._..._._...__._..___ _._._._._._,.___._._.__...__._..___...__ ___.__.._.. -__.____. ------ 1156 6 3 7 4 6 4+ 0. 7 4 . . ._._____.__.._.._._ _ _..____.___ ___._.._..__, __..__.___. ,_.__. _.____.__..___. ___. __._, _.. ____..__.___ .___. _,. .___.. __._._. ,_.._.._.._..____._..______..___ __ ____._.._,___ ._,_..__._.___..___._.__...__ __.. ______,_ .._.___.._.__.__ 1155 1 _.._...__.__ _.__......__.____._�_...-.._ ` 11 11�, 1153 115 � '4- -14- Lo CID a i .__,_..___._m..._._ ____.._.m___.________._.__�______ ___...____._____._____r________._.____.___________ _._.._._,,.___._.________..__._ 114 115 __. _.__.___.___�______._ 115 1154- f- 1.507 u- 1154 qK 1-6070 tK e� ►�. __..___..._... _ �. 114 11 1151 • . •. .:.�:... 1151 1155 _a___._._,__-___.___.. . _.____...._.. __....____..._ ._ _______.__ .____.,__,_______.________�.__..._..__, . ,__.____..__ ....___� m.._ ..,_.______._ _� ,._,mm._.,.�..�.._.....__.�.,__..____� 115 L0 Ln Lo 115.._._..__._.....__. _.. ._m .._._._______ ___rv___._____..________. _____.__..___.___-__-_.___.__...._____ _..__._„_.__,...__ .__._._ 114 115 -40 —20 0 20 40 4 ---20 0 20 40 1156 -40 ---20 20 40 1156 634- 00 64+ 50 .__..___m________n__m___._.._._ ._.________._ _..______. ..__.____.__.____.____..._. ________..,.___a__mm.._.__._ __.__.___._.___________...._.__ ____.._._____._.. _____ ____.�____ .___.____. ._..�_..._...____._.__..__._____._._ __._._�_ .._..._.__�_..___...__..__�____._.________. 1155 __�___ 1153 1155 1155 I I . Q 114 -._...______._,_._._. _... ___.,_.______ r.__._. ._ _.n_.__�_ _.______,.___�_.___�.,._.____....______,._______._____,� 114- 115,2 115 1154 �____�___„___.._,_„_ _.__,,.__,___..�._. ._._____._ .�__.__ m...__.._.. ..__.. ._. �.__.. ._.__„�_. _ . 1154 40 _.__ _._____________. ___ .___.__________ __�_a. _._.__.__ _.____..____._____.__. _ _ ._,_._.._._ __. _ _____._, __.____ ___ __ _ __ _._.._ ___ _._.___ ,__, _, . _ _.,,_,_, w__.._ 1153 114 ..___ .,,___.._�.__._. _ ._ _._ _ __ . __.__._.__,._...___ _,__ _, ..__.___ _._.._...___ 114-8 1151 _ . _ a 1151 115 5 �l• �507o�At Lo Ln __,.,,.___,.,__,_. _ ... __._.,_._.�a..__ __..__..._ ._ __ _._.._ __. __n.___ __ __. __ _ _ _._ 1147 1147 1150 . 1150 1152 ___._.______._.____._.,,______,_�____�,__.__.____._..__ __,__._..____,.,_____a__ __ _. ._.. ... _ _.__. _. ____ __ . 1152 �. C 20 20 40 Ln 1-0 __,_. __._.__ .._ ._ _d__...,__ ..__.___.._.____ ._„_ _,__ __._.w.,_._,_ ,.,_ _,_____._._.,___. _.__ ,__.__,____,__._.___..______ __ _._,_.___..___ ___..____. _._ __ _..___.. __._.,.,,___._____...___._._..____.__._.,_____,_..___.__.________._._.__.____. ______._______..,.,_.,_,_,_ _� __.._..__.._.,_._.___,�._.. 1149 114- 114 ..__._. .,..,_._._M._._._._,._.__ ,_____.___„____.__�_. ____.._.__._m_____._�._.______._.__.__.__..______.___.._ ______,_,__,,_.______. _.____._..._..._.._..___.__w___.__ .._________,_._____._. ___ ..___._________________.__ 114 -40 —2 20 4-0 1153 -40 —20 0 20 40 1153 40 20 0 20 4 62+ 50 64+ 00 65 50 1152 ------ 114. _ , ____... _.__.__ __ _ , __ . ____ ___ ___.___,,._w.__._._.__mm._ ___ ._. ___ m__..._ 4 a ______.______..w,___ ____.._. __.a_._______.___._____.___,._,,_�.,_..___.___. _,_ ___.______�__,_ ,_____.__,______.___..._.__ ___.____.__._„_,._____,_________ _______. _____ ___.___ ..__.__._..__..__,_.__._ _,_______.___..______.,___.____.___.___�,_._____.__._ ____..__.. ___„�_._____, _„__,____..,__.,_____..__�__,. 1150 115: 1153 114 7507 1147 115th ti 1- 1.5070�, -•—•-� ti —1. �, _— :� 1. 4 a ° __ __ _ _.._._ .__ _ __.,_._ _.__ .,_„.___..._.,_.,_., _ __._„_ ,.__._„�__ _.,____.,..__„_ _,__________ _ ___m_ 15 114 __,_ .�...._._...._,_.,__,..__„_ ._,_,__..___.____._w . .____,�_� _,.�_,._. __.___._ _ __ .. __ _ _ ----__-.,.__.______.._,___.,____,. ..______,_._,.___. 114 1149 114 1152. . r D co 00 t 06 � Lo Ln _ _ _ 5 _ „__,_ ____._. ... _... __..,, ,._,____ ._..._.,._ __ __,.__._ .,.____ ___„_„____ __ _w_____,____.___.___.__,, __________ ___._ ____._.__._.__ ._,_______._...__._m_.____,_. __.___________,.._,__, _._ ___.__._,._._.._. _____.,.__.._..___ 11 114 _.__._.......-____ 1145 114- 114 1151 —40 2 0 20 4- _ 49 —20 0 20 40 --40 —20 0 20 4 62.+ 14. 08 _ „_._,.__,._.__..__... ..._..mm__. ___,__ 1140 114 __ __....._,._._,_,__1.�5.1_. ._...__,..__. ,_.,,___.,____,.__, _.___ _.._._„_.._____ ,_._„__�,,..___,._.___ ..._.___.._______.,_. x x x • .�k ti 1147 ,___�_..w.______.�.M_.... ._„_,__„____._ __w__,._.. ___.._...____._.____,.____._.______,_..__.__._ _.___,.__, ..__..____.._„__.____,_,___,__.. .m._. ___---_____,_..._ �.___._..____ 1147 ___a_---- _______,___._____ .___ .____ �_ __ a____.._ ... ___,_______.__.._.__..__________.__.__.__.. __.._._________,._____________.___._..______ �_...___.,___,_..________._ ____ __,.__..____�_..__.._._________.d__ __.___. __.____.....____..__ 1150 DESCRIPTION OF REVISION D A c” G Q op CITY OF RANCHO CUCAMONGA o 114 __ ...,. _,_._ ,,.... . _. _ _ __ _ __,_ 114 ____.__. .___-11 1149 CROSS SECTIONS 1.5070 HELLMAN AVENUE c STIREff IMPROVEMENTS 1148 PHASEmml 1145 _.. .-; 1145 1 FROM---62+14.08 TO 66+50 CITY ENGINEER RCE: 53 72 ___,___ PLAN PREPARED Y: _ ___._ .._____,...____ _ ______________ _._w. 1147 REMAMENIDED --40 20 20 40 —40 —20 20 40 MVA CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE DRAWN RANCHO CUCAMONGA, 0A 91730 MVA 25 oF 1 SCALE: 10' RD2 2271 68+ 50 __..__._._ _____.__ _.._____.___._.___ ______ _ _______ _ ____._ _______.._____...__.._ .. ___ ____.___. _ .___ _..._._____ __.__. __.__..._______ .__. __..-__ ..___._.. _..__ _ ___... _. ._ _ ..__.._._ _ 1 66 59 __._ ._ _... _.. . _._.._... __,_.__ ._.__.._ _._... ___... _. ___. _ _,_ ____.. _.___..._. _ __..____ .___ _.___ _..._._.. ._.__ _ __... __ __ 1159 y _._.__....___._.._._._ ___.. __.. _._. ._. ....._.._ _._.m,_.. ._w. .__ 1165 ro roolo `L' ti 15�O70 15 11 ___ ._. ____ ____._ _. ___..__.____ ___.._ .. _ ____ �._ .__._ ___________..____._ ____ __..___ _ ___. _. . lob 1164 _D 1161 1163 _. a __ -.- . ___ _____ _..___._ _.. ___. _ ._._ _.___ _ _ _.__ ____ ____ __._.._...__ .____._.....____..___________. 11 5 7 1161 _..._.._ _.___._._.____. _ _. _00 _ 1163 t 1156 C �– 1156 11601160 4 —20 20 40 --4 0 44 --40 —20 0 20 4 68-4- 00 70+ 00 71 + 50 11 ___.__..______ __._._.._ _ ._.__..__m_.__.. _.____.____ . ___.a_____..__. ..__.___. __ _m.___.__ __._.__. _.._..__ ..__ __... 1166 ____.. __..___._____...._.. .__ ________.___ 1166 1158 1158 1162 1162 1165 . _.___.. __ _.._._.. ___. .._. __w_. ____.__ ___._ .__ _____ ._ --x.50 a '� �• •, 11164. ..._a_ 1157 1161 ____ _____ .. _.__ _ ._ _. ._.. ___ ._.___.__ __..____. ..____.___ ._ __ .__._v__ ___ __.___.._ __._ __ __.___._____.__ ._ __. .. _._ .___ _____ ___._ _._.___ _ ____.__ ____�. "'?_.__ ___ ... 10 tK D de cp 1151156 1160 ___ _ ________._. _._ _. _...__.. 1160 1163 11 5 "J m 00 _.._.. _._.___.. _ __..___.__.__ ______._. _...____ ._.m_.._._. .._ _....__._____. ___._ _._.._ __..._.__.._.____ __... _ _ f 11 115 115 11 40 —20 0 20 40 —20 0 20 40 40 1 20 40 1162 67+ 50 5 115 ___ _._n..__.______ _..._____._________ ...___. . ._.._._.. _.______ ._._._.__.._ ...__ .._ _._....._ _ _. ____ _. _ __.___.__._ _.___.._..__r _____. ____.__.__ _ _. ._______._ _ _ _ 1157 1157 1161 _.. _.______._._.._..__._. ._m__..__ _._..___ ____ __ ___..._.__._._____..__._._.._..._ _....__ _____M 1164 O ' 1163 115 _.....__._. __.._ ..___.. __.._. _. _ .. M._. _.____ __.___ __ .__ __ _ _ __________ 1163 _.________.__.___.._ ___.___.__..___ __ ___.._._ ____�__ _ ___.__.__ __.__._.__..____ ___ ____. .___ ___ . __... _._ ..._ __ .___.. -_ • 2..c3o% _�` Lf) Lo 1155 _..___ 1155 1159 � 11621158 � 1158 1161 .4 —20 20 40 —20 0 20 40 —40 —20 0 20 4 67+ 00 69 + 00 1157 1156 1156 1160 –__ ___w_.__._.._____.__._.__ __. _. _____._____. __ __.__..__._____ 1160 CITY • DESCRIPTION OF REVISION cbo _1. ei h ' . 3 1155 ._ _ ___ ___..._..___...____.__._.____.__.__..._.____...___ 1 � 1155 115 9 _______._____._.. __ _ _________.... ._.__.___.. __.__ ._.._.._.._.__._._...___.___ __.._. ___ _�___�__ _ �..__ __ _� _______ ________..___.._._____.m.__._ .._. _______ 1159 tK- CROSS SECTIONS 2• ' ry HELLMAN AVENUE STREET IMPROVEMENTS 154 _._.___�_.�__.._._.____.. ..._ _Mm__._.___.____._.._.�_____ .,_ �.__ __ ..__�__. n__ __ _____..�__.__ .___ ________m____..___ __.______.._._.__ .�._�.__ _____.______.__._______._.__ ____..__._____________._____ .___.._.______.._____.._.__.._ ..__.___.____�..___.._ _._ 1154- 11 w 5, __._._.__n._____.______.__.____.._._..___._�.___.__._._..____._. . _. ___ __ ____.._. .___________________.__.._._ ___ ___ __ _ 115 8 PHASE=wl FROM STA 67+00 TO 72+00 Lo I � - -- . R53672 �- 20 40 DRAWN �., MVA CITY OF RANCHO CUCAMONGA R= 0500 CIVIC CENTER DRIVE SHM RANCHO CUCAMONGA, 0A 91730 MVA 26 oF 1 SCALE,- 1 " 1 ' ` 227 1 74+ 00 76 + 00 77+ 50 7 _. _ .. _.._.___ ._. ._. ___._.w_ _.._. ___..m_._ __.,..___._ ._..____. ..._._____ .....__..__. ___,__..___.__.___ _..__._...__ . _,.___.__..,_-_.. _____. .__ _ -.___ .__.__ _.___.____m___._._.__- __ _ 11711178 __.____._.._._ ._, _ ..,_.._ __...._._ _.._.__m .__.___ __ __..__ _.._..._. ___.__m... _.._m_____w_......_. __.._.---___.____ .._.__..____..._.._.___..__,._._ 17 1174 1177 ®_ ------- . __.._____ ____..._._____. ___, ._. ._._.__ ..__.__.. w__..,...._._..__..___...__ _._._._._...__ . _..__.--------._..._..._._._ 1177 '1• • 7 ° —1.507 gv —1a00 2.117° 11 _m..._. _.. w__._. ,._.._._.___ .. _._. _.__._ __.m _.______. -m...__a ___. __ _ ._ __.__m. ___.__.__. ____.. __________ ___ _. _____..__..________ _.__.________._ ._.._______. ___. _. ___.._________._._ _..___.__- 1169 1173 _,.__.____.__._.__..._.. ___. _. __ ___ ______ _ __ .__..__ ___ ________a____. . _ __.._. ____m_. __.___._._. __w_._ _____ 1176 �1° � �� 1173 ,. ... 11 ® ° 42.Cb ° 11 _._.----- 1168 1172 —.___.......__._�._._ _ ____��_, _-_._________�. __�_.__._..__.rv_._.._.�.�� ___.__ _____..._..______ _.__.._._____.._____._____ _.._____�____ _ _�__. _____ _ _�___.�_._______�___...__ ___.__.______ ._.__.._�._ _.�_ ____._.____.__. ________�__.__�__._ .__�_._._.__ .__ _ ____ _ __. _______�__�.____. _ _.__. _. ______��_ _ ._�_.___...__._.���__� �.� �_. _..�..__.....____ .._. __._.._�_. - 1172 117 1 Ln Qo LC") " ' QD Q0 r - 4C 20 0 20 40 —40 --20 0 20 40 --40 —20 0 20 4 73+ 50 75+ 50 77+ 00_._ . ____.__..__ _ _ ________ . w . _.___._. __.._.... _____.___._._..________.__r_.__.._____._.__.m.__r_._ _.._____._._. ___.__...__.__ __ .__.__._._____.___.__ ___.______ __.____.___ _ .__.._w ..______ _...__._._ __._.___,_ .m..___.__.. . _..__.. 11 _.__._a _.._ ___.._._._.__ ___ ____ ____...___ ___ ..__________..__m _.._.__. __.__.._.m_. .._m_m ._.._.__._ .._____ _ ______.__. _v._..__v__._ ___.____._._____._ _ ._ _ _.__.______. ____ _______.___ _.__ 1 ________._._.____._______. __..._________. ___ ___. __.___._ ___.__ _. ___. _ _ __ _ __________.._______.__ _. _ __.._._ __._ _ __......._._._... _. _. .____.n.__.. .. ...._,__ ._ .-_.._�._.___._ ...__._._..___ 9 177 1177 1 � 11 11 3 -_____ _._.__._._._.__..____. ._._...._.. ___..._.. ____._.___... ..__._ __.______...__.____ __._ 11 _._____._._._____.___..___._v___._. ___.�.... _________��.._�___ ._ _____.�_..�._. _._.__._.__.___.__..___.�. _._�______....__��_M_ __,�.__._.__._.._._�_____ 11� 117 ____.._a___._____J._._____..______.�______ _a._____-________ .n_..._______.._._____.�.. ._._ .___.._____.� �.�._ __. . .. ._. �._�_. ...._._._...�. __. .� 117 "1a5 070 1.507 ON I ® 1167 . ..a_m .._m.__�....__.._m___,. .. _ ._._____. 77 __ 1167 1172 -tea ° � 1172. 1175 A ti 7 rO, -74 6v' 9a� 1166 1166 11174 71 co co 6 Q6 1170 ---- _m..__.._.. _____. _. . _....___._. ...._ _a._. ___._. _. _ ._.a.__m_ ._..___ __ .___ _.___ ___ ___ _____.._____ .__ __.. _ . _. _.__ . _ _ __._ __, . __.__._ __ _ _ .__. 117 -40 —20 6 20 40 -40 —20 6 20 40 --40 —20 0 26 4 4 73+ 00 75+ 00 76 + 50 11 1176 117 ___m_. _..._�__ _ ___..._.._._. ___ _._.__.. _.. __-_____ ____.m__.m__a_.___._..__._..,__m__.. _ __._._ .-__._____.__..___ _ __._._._.______ ..._.___._____.__...______. _._. .____...___.._. __.__ .___..___..____,...__.___,_ __ .._.__,..__._.__..____ 11 7 1172 -_...,___.. ..._.___._____ ___..__ _..___,..a. ..__ __.__.. _ ____._...._.._ _ _ _.___. _._. ..____.__._._.__m.._ _m_____________.._._.__._._ _ ___ .__.._._._.._._._.____.a__ __._..____. _.m.. _.__�_______.__.___ _.__m __ _.___ _._.__.________ _____ 1172 117; 117 __ _.___.. w..__._.a _�. __.... _.m__ _ __n. __ m.._. _ ._m __,___a_._ ._._. _.. _ _._ ._ _____ ,__ _________.__ __ __._.__..__ _.m_ m _ _._ _..___.. .__ ___.._ ____ ._. .___._. ._..__._._. _ _ .._. _....._. - 1167 507. 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