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HomeMy WebLinkAbout889 ■ CONSTRUCTION PLANS FOR THE IMPROVEM .ENT OF EYARD AVE I N E AR HiBALD AVENUE FEET E/0. VIN TO C 975 HELLMAN AVENUE TO A,,RCHIBALD . AVENUE . ■ '.UTILITY NOTES I. THE EX/STENCE AND LOCA T/ON OF UNDERGROUND UT/L/TY LINES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTA/HED BY A SEARCH OF THS AVAIL481E RECORDS, BUT NO GUARANTEE /S M4 DE THAT ALL INDEX OF DRAWINGSBASE y L/NE RoaD L _ SUBSTRUCTURES ARE SHOWN OR THAT THE LOCAT/ANS SHOWN ARE _ EXA Cr. THE CONTRACTOR /S REQU/RED TQ TAKE DUE AWCAU T/ONARY ` -� MEASURES TO PROTECT ALL UT/Lw LINES INCLUDING THOSE NOT cr ] RECORD OR NOT SHOWN. shtsno. description looation 2. PR/OR TO EXCA VAT/ON CAL L UNDERGROUND SERV/CE A L ER T. TEL EPHONE t; Q NO. / . 800 422 4133. Q PALO ALTO $r., 3. THE CONTRACTOR SHALL CALL THE FOLLOW/NG UT/L/TY COMPAN/ES 48 1 TITLE SHEET HOURS PR/OR TO THE START OF CONSTRUCT/Ol�l. t j o PROJECT r' GENERAL TELEMWE CO. 7/4 - 983 - /8// 2 NOTES DETAILS & TYPICAL SECTIONS LOCATION _ CUCAMONGA Co.- WATER D/STRICT 7/4 - 987-259/ `' z i w S0. CAL/FORN/A GAS CO. n4 - 884 - 9411 L3 Q S0. CALIFORNIA ED/SON CO. 7/4 - 986 - 586/ _ 3 SAN BERNARDINO ROAD EAST OF VINEYARD AVE. TO STA. 18+00 CH4/RCH sT. 11EUE0 -4 SAN BERNARDINO ROAD STA. 18+00 TO STA . 28+00 - y fAflWA sT. 5 SAN BERNARDINO ROAD STA, 28+ 00 TO STA. 38+00 4 f SAN BERNARDINO ROAD STA. 38+00 TO STA. 47. 75 w wca .7 SAPS BERNARDINO ROAD STA. 47+75 TO ARCHIBALD AVE: SAN BERNgRo,N CITY R0AD2 ,* DESCRIPTION OF REVISION DATE APPROVED N BERNARDINO ROAD STORM DRAIN LION ST. TO MONTARA AVE. $ SA 0 CITY OF RANCHO CUCAMONGA ^� foOTH/LL BLVD UR STREET HELLMAN AVE. TO STA. 9+00 ti 9 CHURCH - w SAN BERNARDINO- ROAD -� 1 +OO '-"-' PLANS PREPARED. BY 10 CHURCH STREET STA. 900 TOS TA. 9 PROJECT LOCATION 11 CHURCH STREET STA. 19+00 TO ARCHIBALD AVE . u i—i Li"" Lj 12-14 CHURCH STREET STRIPING PLANS Q APPROVED BY DATE • ? CITY ENGINEE R.C.E. No. 2N031=$ 89 �- CONSULTING CIVIL ENGINEERS DESIGN 014 19SAN BERNARDINA ROAD SY IPING PLAN 1420 E. EDINGER AVE.HIGHWAY aRRow SANTA ANA,CAL.g2105 if-- r (114) 541- - 6315 DRAWN SHEET 19 CHECKED VICINITY MAP' . . . D RAW I N G N& PROJECT ENGINEER CENo19442 DATE . � 4 �., 889 / 860, .. 3 N-R/W �3� �r 33, S-R/W N-R/W 30, 30, S- R/W CONSTRUCT/ON NOTES aa' 22' /� ' 8 22 ' 2P' 8' /.5' 5.5 /5' 40 /5' 5.5' 1.5 C5 O 4' 4' /2' /2' 3' 5.5' N0. /TEM t rh / PROTECT /N PLACE qj tri Q O2 RELOCATE AS DIRECTED i Oh -4 ' ' 0./0 ' 3 TO BE RELOCATED OR ADJUSTED BY OTHERS > Q O /0 /y/Iy,MIN _ 4a- REMOVE TREE STUMP LJ S a �;�- . IMPROVEMENTS �F • 5 REMOVE EX/ST P C C I � �J EXCAVATE AND GRADE PER SECT/ONS EX/ST 8"CURB ;) 28 28 �J •„• ; o °°°o Z4 Z9 ` ' :� 7 CONSTRUCT 8"P. C.C. CURB a 24"GUTTER PER CITY STD. 303 a /8 GUTTER- .• •• o'o'h°� 30 � � _, J EX/ST. F.S. PVMT. 23 -'J •' 23 ' ' - 8�- CONSTRUCT 8 P.C.C. CURB A /8 GUTTER PER DETA/L HEREON 23 EX/ST 8"CURB 25 26 9 CONSTRUCT 4"P.C.C. S/DEWALK PER C/TY STD. 3/O A 3// a /8 GUT TER EX/ST. 8 CURB 7 a /8"GUT TER /O CONSTRUCT 4"P.C.C. WHEEL CHAIR RAMP PER C/T? STD. 3/O SECT/ON 'A-A ' SECT/ON 'f3-B ' SECT/ON 'I --I ' SECT/ON 'tI' tI ' /I CONSTRUCT 6"P.C.C. OR/VEWAY PER C/TY STD. 305 /2 CONSTRUCT e'P.C.C. DRIVEWAY PER CITYSTD. 306 S-R/W S-R/W /3 CONSTRUCT P.C.C. CROSSGUTTER , X= 3', PER C/TY STD. 308 N-R/W 33, 33, S-R/W 33' 30' Q4 - CONSTRUCT P.C.C. MODIFIED CROSSGUTTER PER C/TY STD. 308 QDETA/L HEREON. 22' 22 //' 22.' // ' 20 /O' I5 CONSTRUCT 4 P.C.C. DRIVEWAY OR SIDEWALK TRANS/T/ON. 0.50' 4' ffi' 0.50' /2' 4' 4' 9.3' /2' 4' 2' CONSTRUCT P.C.C. STEPS PER L.A.C.R.D. STD. 33-0/ 17 CONSTRUCT PIPE HAND RA/L PER L.A.C.R.D. STD. 88-02 CONSTRUCT CONCRETE BLOCK RETAIN/NG WALL PER DETAILS HEREON CONSTRUCT CATCH BASIN /tib. I a LOCAL DEPRESS/ON PER C/TY STD. 502 a 5/8 O./O p/p' act -- FURNISH a PLACE 22ir/3"C.S.PA., /4 GAUGE iY/TH PAVED /N VERT �Tr G���, - r� Fr MIN. 114" I .. 2/ CONSTRUCT MANHOLE A' PER C/TY STD. 5/O =''t i'� � ✓ i 22 PULVERIZE EXIST/NG PAVEMENT s 23 COLD PLANE EXISTING PAVEMENT PER DETAIL HEREON 29 24 •' �° 24 FURN/SH a PL ACE "PE TROMA T " ' •••-•• `� � • •• � 2'Q °o°o av' ••. ' • � :;•p• ✓O/N EX/ST. � S-R/� OR APPROVED EQUAL 9 :• 9 30 ° ' �' ' 30 :•• ' WALL 30 Q)5 -� FURN/SH a PLACE 0.33'AGGREGATE BASE /4. 5 ' t 4' 260-- FURNISH a PLACE 0.25 A.C. PAVEMENT 2-0 2 22 SEE DETAIL 25 26 9 , 26 8' A SHT, 3 P7 7 27 FURNISH a PLACE 0.33 A.C. PAVEMENT 7 SEE RETAINING WALL DETA/L FULL DEPTH �, �, 28 FURNISH a PLACE 0.10' A.C. OVERLAY SECT/ON_, 'C-C' SECT/ON 'O -D ' p SECT/ON 'K-K' SECTION 'L - L ' �ti �, FURN/SH a PLACE 0.17' 4.r.. OVERLAY �C� ► 30 FURN/SH a PLACE VARIABLE A.C. OVERLAY S-R/W �' S-R/W N-R/W S-R �Y, g� y0 yP 3/ FURNISH a PLACE 0.17 A.C. DRIVEWAY TRANSIT/ON 30 33 33 30 2.5p �_a ��� 32 - FURN/SH a PLACE VARIABLE A.C. OVERLAY DRIVEWAY TRANSITION 22 ' 8 ' 22 // ' //' 22 /4. 5 AD✓UST WATER VALVE COVER TO GRADE I6', 4. 5' -t3.2' /2' 3' S5' 5.5' 3' /2' II~ ADJUST SEWER MANHOLE COVER TO GRADE PER C/TY STD. 5/2 j GRADE TO JOIN 15 FURNISH a PLACE PAVEMENT TRANS/TION SIGNING PER C/TY STD. 406 AT EX/S T. FL. 22 26 �-' RECONSTRUCT SURVEY MONUMENT PER CITY STD. 702 ti1•`0�`L i VQ� � � � � 0.10 yeti I G 5 0./O' - MIN. 1 M/N. . - . � r ° o, °. ..J.• I•L. 29 GRADE TO JOIN • ' n 9 I• :( ` ' ':''I 24 c'W AT FIE OR GRADE L I °� •� ' �'� k-- " 2,3 6 TO ORA/N WHEREFENCE ✓O/N EX/ST. RELOCATE WA,LL 26 O � „ SHOWN ON PLANS. TO TOP OF WALL � � INSTAL FENCE SLEEVES 22 8 WALL 22 EX/ST 8 CURB s 9•g PER L.A.C.R. O. STD. 88-0/ 25 26 'a /8 GUTTER WALL 'H' SEE NOTE/ i MORTAR CAP SECT/ON 'E- E' SECT/ON 'F-F ' SECT/ON 'M- M ' SECT/ON 'N'-N ' - - N-R/W N-R/W • N-R/W �t �t S-R/W _i '' 2s4 33 33 30 30 - T ;•% RETA/N/NO s STD. GREY BLOCK /TYPI MORTAR CAP 22 /0.4 /9.6 22 8 WALL CO 2W4IF ' ' ' , ' ' , BA KF/LLT PER STD. 5.5 3 /2 3.6 /4 _ /6 4.5 5.50 SPEC, CAT/ONS �° �tR /�8 REMOVE 8 RECOM- p V Q .i PACT EX/ST/NO 1 5024"- 4 18 V MATER/AL 2 N s � � h '• 21t-4 CLR. ti 2" Cl R. 6 $X/ST. GROG - Q r Q ' \ r r 8 a-4- 2 CLR. 2//3 r /2 f O./O' `� '4A�E'S �� G 5� / ,. O CR. /P( 2" i r Q = Y� .: �• .� _, , �' • , '?*;• . _• N N T ' CLR. N AGAR N /2'� 1- 4 . r L�-J I _ •�I Ia� e ' F: • .� 2,. N B 9448 PLACE .4.C. \ v : 2 -O 2 n .1 •► r SEE DETAIL SEE NOTE 2 a v - 101L ON SHT 7f - R N �.. o • °o ..+ NOTES �+ 2 CLR. I� �.;I I.;:.•: :;; ;, • ' 9 _ f N 2#�4 N 4 - DETA /L .•�: •. S SDS .� •Q T= /. PLACE NO EOU/PMENT, VEHICLE OR _ 2#�4 #`4 ' ' JOIN OR OTHER SURCHARGE LOADS W/TH/N + I gr F T/NG TEf� 30 22 2B Z., MAX. _ /a, ,� 2` CLR. R r OO S tH/S AREA DUR/NO OR AfTER CONSTRUCT/ON tq �+ EX/ST. 8"CURB 23 22 �� P2 7 25 22 26 25 8 � .OF R4'44./NINO WA L 1. w/� a %8"GUTTER EX;ST. 8 IX/RB 0 6 a. FILL To TOP OF FGb7/NO SHALL BE W/2 a /8 GUTTER 26 26 COMPACTED AND TESTED PR/OR TO w W SECT/ON `G - G ' SECT/ON 'H'-H' SECTION '0 - O� SECT/ON 'P-P' CONS/RUCTION OF FAoT/NO A WALL . 3. OM/T MORTAR FROM VER7/C4 L JOINTS /N FIRST RETA/N/NG WALL DETA /L S COURSE ABOVE FINISHED GRADE AT. 32 O.C. FOR WEEP HOLES. SAN BERNARD/NO ROADwme B.C.R. TYPICAL SECT/ONS /.50 S.50' SEE 'C/T Y STD. No. 308 FOR STEEL S CHEDUL E C I T Y ALL NOTES, JOINT LOCAT- h' H T w A BARS B BARS DESCRIPTION OF REVISION DATE APPROVED ' IONS ALL OTHER DETA/L S W //2R� s /8 V FOR-. TH£ CONSTRUCT/ON 3'-4" e" 4'-O" B @ 24" R W OF CROSSGUTTER . h CITY OF RANCHO CUCAMONGA + 4 -o /a 4 s 5,224" FA 1 23 "'EX/ST. F.S'. ° BAT TER w 4-8" /2" 4-9" 6024" A 0.03 � -'� A.C. OVE��LAY /:4 r N NOTES, DETAILS AND TYPICAL SECT/ONS //2"R 0.08 ,/2"R_ SAN BERNARDINO ROAD COLD PLANE PVMT. °- -_ e L a /8 GUTTER � a a 8 . ^ _ i.- F. L. STRAIGHT -/4 -- - - RETA/NTNG WALL TA 8 L E 4- __ BETWEEN CURBS APPROVED BY DATE ' M STAT/ON 70 STAT/ON H TOP of WALL TOP OF FOOT/NO 25•• T EL EVAT/ON ELEVAT/ON CITY ENGINEER R.C, E, No. 23889 T DESIGN PLAKS PREPARED BY=- RECOMM DED PAV�'MENT PLAN/NG DETA/L MODIFIED CROSSGUTTER DETA/L 32188.30 TO 33f22.Gt0 3-4 /223./0 /2/9. 99 a 331-42.00 TO 341-09.89 3=4" /223./0 /2/9.89 � '� � iaxo t. EDINOtRAVQ. NO $COL£ 8"P. C. C. CUR8 AND /8' GUTTER DETA/L SCALE = /"_ /0' E SAN BERNARDINO RD. I _ DRAWN TA lNA,cAL. 927 5 SHEET s 34,F 09.89 TO 34 f 48./7 4.0 /2P3.7T /2/9. B9 . (7141 sa� - a a � ss � 0 F '9 „ 34,448./7 TO 361-0/.50 4'--8" /223.77 /2/9.22 C N ULTINO CIV=R. ERS SCALE : 1112"'= / -O /` CHECKED k Tit/ C. E. No. 19442 DRAWING No. DATE -3 FILE No. 889 1 .i. BENCH MARK 17-8 EL EV. = 1205. 224 rHILL BLVD. * 32 W/O f VINEYARD AVEAND 77 N/O FWrH/LL BLVD. BRASS DISK /N TOP OF ti �ob v CURB AT NORTH END OF CURB RETURN °0 v � v - _ GSH - 4 .0 - ___ _ # LLL --— -- -- — — — -- -- --- -- —_ — _ — -- -- - — - — - — — — — — — — — — — — -- -- — — 1 — — — — L LLL t I LL L — LLLLLI t - I — — _ - - _ LL # # ( # # J ( I j t r - - - - •• Q - -- - - -- _ - - --- - - --- - - - -- -_ O {� . 's - -- - - - - - - - - -- - LLLLLLL ` -- _ - - - - sr - -__ -- - _ - - -- — -- --- -O -- - - -- �--�-- --- -- -- - � -- - _ - - �# � # � _ -�2..843 a/o - - -_ __ - R .t --7 Y--- — -- — — — -- — — — — -- -- -- — --- — =— - __ — — — - -- — — --- —-- — -- �, — — — — — — -- 1 — - — — _ — — — -- - -- — — - - — — — — — — —-- -- — — — — —cl — s -- — — — — — -- --- — -- — --- — — — — --- -- -- - -- - -- - --- - - -- --- - r -- - _ - -_ - -- - = w - F F � — _ M � 4-r _- PRP -- r } F -- - - -- - - -- - - CY- T_ - N • 9 - - - - { o- _ _ E _ - � T Ft FF F E S1� C �S/ T . - - _ - - - - - cry I F� i - - - o -- - �, 1 I IT - - - - - _ _ — — -- — -- — — — — � FIrs � # 1 # ► IfIl � IIIiIIIIIII ( IIII }rr � - - - # _ - _ — — -- — HORIZ. : / =40 — -� ` _ _ `° I r l # IIIIIIIIIIIIII III `O _ _ ° -- - - - _ - -- — — — — PROFILE' SCALE a Qo - -- --- - - _ _ - -- -- - VER / — 4 �o - _ w _ _ _ { { E - - f - - < <O -- -- - - - F - - - M —_ _ � � � —� _� _ � � � � � � - -- - -- — It N — --— — --- -- --- -- — --- -- -- -- — — � — / - I I f / l f I I I I I -- # — I-- l I I f I { I I I I I I I I I ! I I I I f WINERY RID GE OR. SAUTERNE OR. TR CONSTRUCT/ON NOTES — EX/ST. F S. -. 28 �-- JO!l�v, \ ^ r 1130,( 3d v / PROTECT /N PLACE PROP. f.S. J J- J `J� I J 602 4 REMOVE TREE STUMP /2 :� 1/8, 11 /8 /2 /2 /8 /8 /2 J J� REMOVE EX/ST/NG P.C.C. IMPROVEMENTS D./O` PROP. O./O` I �i��2' . r C 6 \J EXCAVATE A GRADE PER SECT/ONS 23 A.C. OVERLAY �� I` JOIN EX/ST. C. 8G. -� �,r J :OLD PLANE !ia• s 0 f- 52.6 .I P3's 7 }-- :ONSTR. 8"P.C.C. CURB 9 24`�GUTTER PER Cl T Y STD, 303 f TC s (28.//1 CO ✓0/N EXIST. C.BG. �J v FL : (27. 501 m 8 CONSTR. 8"P.C.C. CURB 8 /8"GUTTER PER DETA/L ON SHS 2 COLD PLAN/NG DETA/L N O f49.5 ( 9 )-- CONSTR. 4"P.C.C. SIDEWALK PER C/TY STD's. 3/O 9 3// �.•, 3.; TC:(27.251 F.L. (26.651 CONSTR. 4"P.C.C. WHEELCHAIR RAMP PER C/7Y STD. 3/O r CONSTR. 6 P.C.C. DRIVEWAY PER C/TY STD. 305 Q - -" J r 4� 1 -2 Q �0 M J J —� /4 CONSTR. RCC. MODIFIED CROSSGUTTER PER C/TY STD. 308 8 DETAIL SHT. 2 p v I I O O O �►O �y `i O V I I h QE 3 b I c h .�Q y<p 9 ti ^ , i Q 6 �, w N 17 CONSTR. PIPE RANO RA/L PER L.A.C.R.D. STD. 88-02 t\ r v b Li N h GC k p • h W { V °� w i j W p v 4i y � v `w° -1. a 22 PULVERIZE EX/ST/NG PAVEMENT ` o O i V a ♦ v a o ZkV x 9 b 2>> 9 o a ^ 3 a O Z Z O,Z x M W t I. x 23 — COLD PLANE EX/ST/NG PAVEMENT PER DETA/L SHT. 2 /0 5 4 > �u ►: W� ~ 5 _ / �• 26 FURNISH 8 PLACE 0.25' A.C. PAVEMENT 23 6 O 23 23 \ 7 A I -� 8 7 34 9 4 O \ 33 (^ O 4 ��,., 0 27 FURNISH 9 PLACE 0.33' A.C. PAVEMENT • _ w a,r _ dao-=�t • ow 7f£--� .I• ' - _ _ .bo i I� - ,e • F {--- -- w , �. 28 FURNISH &"PLACE O./O' A.C. OVERLAY s"v I ._ __ _ _ _ FURN/SH 8 PLACE VAR/ABL E A.: OVERLAY - W Ilk /O" "� "� N . /4 ,# ) / 33 A D✓UST WA TER VA L VE C O VER TO GRADE - i� 5 33 i7 2 26 144 - 9 i0 28 i8 Ilk �� - �434 — AD✓usT SEWER MANHOLE COVER TO GRADE PER C/TY STD. 5/2 /3.f 55.95 28 2 6 /Bf /6 07 : .� � „ `�' ° J � J a `FEATHER EDGE �.� e M \N _ t.. �• w 33 v, 35 FURNISH 8 PLACE PAVEMENT TRANSITION SIGNING PER C/TY STD. 406 RECONSTR. SURVEY MONUMENT PER C/T Y STD. 702 (616 27 e/fersJ t ,., 33 38 36 23 h5O 23 33 SAN BERNARD/NO 23 Y 8 5 /7 9 ROAD Nt V HANDRA/L R/W �3 Q 2 v ! 4 - ' � ® �di�oo corrduif! added. M h n WHERE SHOWN ,p J 2 _j 3 Q _- Cj v � 3 � z W � 5 ' (0.50, � � � `O ° q°� ° � Q DESCRIPTION OF REVISION CITY tj �. 2 + ,� cq \ I'd DATE APPROVED o - � 0. 16 tAj CITY OF RANCHO CUCAMONGA PLAN AND PROFILE PROP. 4"PC.C. SAN BERNARDINO ROAD S/DEWALK '•° •�• -, EX/ST. GROUND i ••> _ S>>�zt 2:/ SLOPE / 380 W/O w1NE'RYR106E ROAD TO STI. 18-1-00 APPROVED BY DATE A -Y-6 � - CURVE DATA A / N TABLE DETA /L 'A � SEs�N ENGI N EE R.C. E. N o. N3889 TYP/C L SECT 0 PLA 3 PREPARED BY• /�{Co DED O O L OCAT/ON NORTH SIDE SOUTH SIDE 4 ' o o16'28% STATION TO STAT/ON SEE SECT/ON SEE SECT%ON .. d 9/ 43 32 88 DRAWN � � 20 E. EOINGERAVE SHEET R 25' 25' /0 f86 TO /4 A 95 'A-A' 8- 8, SANTA ANAL CAL. 77 SCAL E / =40 CONSULTING CIVIL EN E'R3' 541'- 6315 3 O F L 40. 02' 38. 52' 144495 TO /7455./ 'C -C ' 'D- D' CHECKED DRAWING No. R.C. E. No. 19442 T 25. 76' 24. 26 ' /7/-55./ TO /8-100 'C - C ' F- f' DATE B-3I-8d FILE No. 889 i -- 43.27' 41.55' BENCH MARK 17-8 ELEV. = /205. 224 POR. /00V. C. 0. C. 0.r AT N.W. COR. V/NEYAR Q FOOTH/L L BLVD. P. V./. = 24.555 43. 27� 4/.55' .4 32� W/0 f VINEYARD AVE. AND 77'N/O � V Li 0.C. O.C. ti FOOTHILL BLVD. BRASS DISK /N TOP OF Rf tiiCURB AT NORTH END OF CURB RETURN. v ~ 43.27' 17 X11-- � 1 I11 1 ( # # 1 =: � 1 1II1111 ( # � � 111111I1111k11k111 [ -- - -- -- - - - - --- - - =h � --- - - - --t_- I I I I I I I I I I # # k # I I I # # I S I # - - N LINTI-- -- 1 1 N ! ` #� # k { - - -- -- - - J I I h1 --_ __ - --- -- - - _ . i s I f f # 1 f � � � f�47 � I __ - � O�3 6- 147 �- # I 1 i { (�r346�0 - - 7 - i - -- - - - _ - 111110.3011111 111111111111111111 # � �- - - - - - - - - - - 1 111 [ 11 # 11 11 1111111 , T P 0 _jr _ _ -- - -- I - - f -F r T -- -F t r - r; - l _ # -_ -- - # # f k 1 # # # - # -� _ - - - = = -- T I f f E f s 11 -- .1 # 11111 - - X 1 1 1 1 1 1 1 1 1 1 1 1 11. 1 -r-r-r-�--�--#- -�- �- - - - - _ - - -- -- - N 11_111 I -1- III - 1 I_- 1111 .1 # 1 1 # 1 .1 111 , # # " # k11 IIIII111 1 - X 0Ns - -: _ - - - I- I . 11 � � 1 1 - 1111 1 � # 111 �: 111 � � 1 � 1 � 111: 1111 # 111111111 # 111 � 1111I -� I- Ft- I 1 .•� 3 9' 11111 1k11k � # 11 � � 1111 111 - � - � � 1 � 11111111 � 11 � 11111 � 111 # I # I r �O =_ Q Q - -- 1111111 # 111111 # 11 # 11111 111 1 111 � k 11 # � # _ • � 1 -I . 1 1 �# - _ - - - ", �i ery �1f ,I # Q r f I Ni ► '� N I - [� -- fh �j - - 1 '�#0. f 1 1 1 •# 1 1 1 1N1 1 1 11 1 1 1 1 1 k # •1 1 # 1 1 •� 1 1 1 # 1 1 1 1 1k 1 1 1 1 °'� 1 1 1 1 1 � 1 1 11 1 1 1 1 1 1 1 1 1 - _ - - 0 -- --- - - N - N N f - - - - _ _ r _ ,5 --r - 0.0. 3 - -1- 111 I # 111111111 = 11111NN111-- 111111NI1111 "X1111 # 1111Nk111N1 # 1 # 1111 � 111 �1111111111 # # 1 # 1ti F.,g f_ E ( ( f I s N N N cy - _ r& L 111 1111111PROP f 11k # # 1 # 11 1k1 11 1 " g - - r E i F c i 1_ - I 1 I I # # # F � # -�0.�24�� � kk # III111 � 111111111 - rE - _ -_- N 1 1� 1-'ry - -- 1 1 �1- 1 - I- 1 1 k - 1 1 1 1 1 1 1 1 1 1 141 1 1 1 1 1 1 1 - 1 # 1 1 k k 1 �•1 1 1 1 1 1 1 I 1 1 1 1 1 �� 1 1 1 1 1hi N - f NI _Zyl$ - -- - - �- -- - - - -- - - - - - 1- - 11111111 # 111 [ 1111111 . 1 • 111111 1 1 1 111 k 1klkfl 1 N1 Nf , I�, 111 # 1x1111 11 # 111 . 1. 1 111111111 # 11111 ' 111 # 111 !• 1° , + 11 � y1111 # 1 . 1111111111111111111111111 11 /,�E � I # k k _ 1 1 1 1 1 k 1 1 1 1 1 1 1 � � 1 # 1 1 �F, !H�e N ` 1 1 1 # f 1 0 € k # # .k 1 1 1 1 1 1 1 1 1 1 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �Mo 0. yes _ - - - ` i ' PROP d SIS - - - -- -- _..� .1. I _ 1 # 1 # 1 { 11111 - - - - - ��- _ -'-r�1---r-- ` I f I ,[ f I # # # i [ 1 � 1 ` � -� I # # 4 � �• . 6�3° [ - - = _-=�- .4 - - - - 1 1 -Tr T T17-��� �-r-�--�---�-�---�•--�-�-�-�.�_• ,---•-,---,--.-�--�- i k # # � I S I � � k � � I- S ' 1 i f ' f f I f 1 I f I I - k 1 1 1- _ 1 1 1 1 1 - 1 - 1 1 1 1 1 • �- •/� t f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.to/. 7 # # f ' } _ - � lII - # L-I ( -.11- -11-- 1- 1- 1 - 11111l111111 � � � � ' 1 k - 111 -- 1 -1- 111 - � kI- �r2I�7� k 11111111 # 1 # 11111111111 1F 111t� 111 111 � �. � � _ -- -- _ -- I J -�1 1 FF I # tot # . . � 1111fAs � II-- 1--I I- 1- -I -1- 1 - 1 1 1 1 1 - 1 1 I I 11- 1 1 1 1 1 1 1 1 1 1 1 1 # 1 I 1 I I k ! # I I 1 �� `� 1 1 I 1 1 N . 11 " I k ' 1 1 1 1 # f 1 k 1 1 # 1 1 k 1 k 1 1 1 1 1 { �•�, 1 1 1 1 1 # 1 1 1 - 1 - Y HORIZ. 40' __ _ _ 1 - # 1 1 1 1 f 1 # 1 1 1 1 1 1 1 1 1 1 1 I !-T-,080F,,f f )_ f / fPROF/LE SCALE ' _ , ��*f�!I l� $ /41VERT 4 - I I I I1 1 1 1 1 Ik �� k �� �1 11 1== 1= - 11 # 1 111111 { 11 11111 # 111 11 k }" 1111 # 1 # 11k1 � # `� 1 # kk11 1 1 11 ` 1k 11 1 # � t 11 -- - - - I 11f 11 1 1 1 f1 11 . 11111 1111 1 1 - 1-- - f f I I ( # I _ - 1 - 111 - I- - 11- 1111111111 # 1111111111111111 # 111 # , # > # , 11 # 111 `1111 # 111111 # 111 11111111111111111111 4/..6 42.444• T , A VE. _ L I N ST. _ TRi °• °•°• CONSTRUCT/ON NOTES JR 1\1 0.1 30' O�� J v %v) A I r j' /{76.00 30 30'; :7 �\� J l J-3 l NOTE 1\1 aj J J J 0- /Z PROTECT /N PLACE 8 /8' / SAWCUT a ✓0/N /2 /8.°!_ / /2' ;r f J SEE SHEET 8 FOR 2 PAVEMENT 0 4 REMOVE TREE STUMP . . STORM DRA/N. r REMOVE EX/ST/NG P.C.C. IMPROVEMENTS JOIN EX/ST. C.9 G. JOIN EX/ST. a G. r„ 4 SAWCUT a JOIN CURB, GUTTER aOR/VEWAY 6 EXCAVATE a GRADE PER SECT/ONS 0-1-54.8 0 •t 7/. 7 _ __ ADO 8' TO EX/ST. D.W. T. C : (24.50) F.L.: (23.89) 1 f T.C. _ (24.85 F.L.m (23. 93) 7 CONBTR. 8"P.C.C. CURB a 24"GUT TER PER C/T Y STD. 3o3 JOIN EXI ST. e 8 G. I -r- W ? 24 3 Co N 01 -75.5 9 /) �, 8 CONSTR. 8" P.C.C. CURB 9 /8" GUTTER PER DETAIL ON SHT. 2 2IJP CONSTR. 4"P.C.C. SIDEWALK PER C/TY STOP. 3/0 93// O ^ /-` coo " I' _ O ��22 Wx 16 CoNSTR. 4"PO..C. WHEELCHAIR RAMP PER CITY STD. 3/O �r� v =•= C��' N 5 '�'- `a O -� 0- QO CONSTR. 6"P.C.C. OR/VEWAY PER C/TY STD. 3o5 N)1100, 0 6 1 I FENCE/) ^� N N N W O I I /4 CONSTR. P.C.C. MA7/F/ED CROSSGUTTER PER C?Y STD.308 9 DETAIL ON SHT. 2 3 1: 4i �• h ' ' O �"21 I \ , t. 22 PULVERIZE EX/STING PAVEMENT b h 2 I �WV WV W WI ' " o �k ag w O h o 8 Z a ?Q 4 k a � is - - 23 �-- COLD PLANE EXIST/NG PAVEMENT PER DETA/L ON SHT. 2 ' Q M I41 I , 7 j f 5 ^ W ^ 33 �' N 9 x 4 O o Z Q�- nq TURN/SH 8 PLACE O. 25A.C. PAVEMENT ? r. iOA A O /o , o I 8 /0 4 7 a 7'-. y 5 9 7 4 2 30 a 34 36 � ' 4 27 FURNISH a PLACE 0.33' A.C. PAVEMENT 00 /O 5 r I I _ 4 / 4 O o '^ O • 4 a1 /� , 30 FURNISH a PLACE VAR/ABLE A.C. OVERLAY n/.B. w } ♦- .� � ado"' �- wua • j Z • •;' T' rw � �- `• ,• 0 3d AD✓UST WATER VALVE COVER TO GRADE -- - - - PER C/TY STD. 5/2 - -- --- - 3 - -' -• -- T - - 8-- 5 ADJUST SEWER MANHOLE COVER 'TO GRADE_ _ _O� ON._ ,, 0 RECONSTR. SURVEY MONUMENT PER C/TY STD. 702/4 22 26 i� po 2/ 2 26 IPa _ _ F3 1 z4 �� _ eB 2 26 Y� O O I9 -f OT. 87 . � , ,,_ � 33 �� i t _ 22 26 ;; � � 5 /4 W V _ llj 33 ` I I 5 8 4 C I � �-�$- ( J OD 8 23 30 :• SAN BERNARD/NO - : ROAD 9 v� 6 c� Qy� EdiSoq Condo%fs oddcd.�RstoiaaeG ./0 rof� ls_..Sforr►lDr�i io-,f-d¢ !� /F. I M 2 . 1.Q O � � i O � �• � 7 .- M h V 1. Z . ci �; + c� h O ti j CITY DESCRIPTION OF REVISION DATE APPROVED �I �> >a �I N CITY OF RANCHO CUCAMONGA IN �� r- �- - PLAN AND PROFILE T r� j a b J � J � TYPICAL SECTION TABLE JOIN Exisr. 0 a G. JOIN EX/S r. C.a a. SAN BERNARDINO R je NOTE: SEE SHEET 8 FOR STORM DRAIN ® 0451.5 � I /?, 0 f 5/. 9 LOCAT/ON NORTH SIDE SOUTH SIDE T.C. x/22.851 F.L.?(22. 20J " ' T.C. : (22.89) F. L.=/22.271 STAT/ON /8{00 TO STAT/ON 28 . 00 STAT/ON TO STAT/ON SEE SECT/ON SEE SECT/ON CURVE DATA30' 30' /8100 TO /8{6/.29 'C -C' 'f-F' /2' /8' /8' /2' APPROVED BY DATE NO. A R L T /2. /8f 61.22rO19/-5/.33 C-0, F-F A. CITY ENGINEE R.C.E. No. 23889 A 9/ °49'26 27' 43. 27' 27. 87' 19-A51.33 TO 2/4-61.8 'G - G' 'F-F' u BU 88010'.5-4 ", 27' 4/. 55' 26. /5' 2/f 6/.8 TO 22t/9.4 'C - C' 'F-F' ORANGEWOOD OR. DESIGN PL 3 PREPARED BY: RECO ENDED L` 88018'17" 27 4/. 6/ ' 26.21'' ' ' ' �- • SANOTAEANAD,ICAL.92705 224--19.4 TO 24{00./ C-C O -D DRAWN SHEET SCALE /"=40" tJD 9/°4/'43" 27' 42.74' 27.33' 244--00./ T0 26170 'G - G ' 'D-D' (714 ) 547 - 8373 Q OF 19 CONSULTING CIVIL ERS 26%70 TO 28{00 0- 6, 'F- F' ' CHECKED R.C. E. No. 19442 rRAOO No. DATE '•3 ' FILE No. BENCH MARK 17-8 EL EV. = /205.224 AT N.W. COR. VINEYARD a FOOTH/L L BLVD. C. f. HT, 32 W/O f WVEYARD AVE. AND 77'N/O TRANS. FOOMILL BLVD. BRASS DISK /N TOP OF N CURB AT NORTH END OF CURB RETURN h I I s I I I IIII I -- _ 201 Nf - III .I 'f I I + I I I I I I I I I I NI I I I I NI III I III # IIII I I I I I I I I N I I ` I I I I I I I - _-- -- - I I I I I N I I I I I I I I I I f I I I I I I I I V I I I # I I I o � NIL- / T. fGfOU�Of@�4� Y I I I I I f I I I # _ # I - _ -_-_--- _ _---__—__---_-_-_-_-_-__._�OA�QJ`V_=-_�WrW��v�-__-O_- BENCH MARK No. 20 - B ELEV. = /207. 662 AT N/W CORNER ARCH/BALD AVE. Q FOOMILL BLVD., 63 ' W10 f ARCH/BALD AVE. AND 44'N"'17 1F .i FOO TH/LL BLVD., BRASS DISK /N TOP CF CURB V 14: % A T WES T END OF CURB RE TURN. h � N sri _- - -- - - - - - - - - - -aC -- - - - - - -_ -- -- - - -- - -- -- - - - -- - - --- - - # f j # ( # ( € Cs - d7 �'F a - - 41 - - - - BENCH MARK No. 20 - B ELEV. s 1207. 662 KL USMAN RD, PROFILE AT N/W CORNER ARCH/BALD AVE. a FOOTHILL BL VD., B3' W/O IF ARCH/BALD AVE AND 44'N/O F007-HILL BLVD., BRASS DISK /N TOP OF CURB C.F, HT, AT WEST END OF CURB RETURN. TRANS. _ C.F. HT, 1`RANS. 7 8 9 F- I LLI LLL F FF F I � r f ts - ------ F - - _FFF - k _ -- - • ` 4�i -- - { - --- -- -- - -- - - --- - -- - - - -- - -- - - t- - I Nh -- N - -- --- -- - -_ - - -- -- - - -- - # _ - Eh/ST G� N Rs(WF �� _ .F. H #TSN . F - UF - _ 1 os 77 E T - -_ - - - -- - -- - I� - � t h c� 144 N � :�-- - � - N � - -- N --- - - -- - - -N -- �" --- -- - - - - -- - - - - -- - --- - M - - -- ---- -- - - -� - --- - - _-- --- -- -- -- - - � � - l�j - � M-r- � 1-4L I-_- - -- - - - - -- - -- - -- --- - - - -- - -- - - - -- - - M TN - - -- -- - - -- -- -- - _ -- --- X S s - - - d -- - - -- - -- -- - - - - -- -- - - - - - - --- -- - - - -- - - - °11} -- --- - Tr -- -- -- --- - - - _ 22 % - � f �` FUT R fi.C.T W S - 1 �, T I ( r � � � I � �. # 2.90• o , � - _� N - - N�- C� CA 1 QD N�I � ,tom •�� � k - _ ---# - - # - --- - - - --I - _ � <, _ -- -� F7--T7t== -- -,-- - -- _W. wT T- EX/ T C.r SfS r - O B° ' "' �• f f I RR4R T C sus # { I t O I --- -- - - -- -- - - - - -- ���� - - a. /s 7 r FT -FF � .1 - __ - - - - -r• v - -r- '� � - � - - �� -��-� zr-r-ter z-- � r , 7r-- - -- - -- _- -- - -r - - --- - __ _ _ -- � - _ � - • Y5(l' 4 � � t . � •� �K Cp r"�� '1-S C� � � ; � � 71 r I T h `� r--# 1� V I - h� { hl -FF _ � i b h 1 �� -- # # I - _ I - t---I-Fr---I -l-Nf f � 7�-TF rF r-r- �4 �m 417 N N c "� �� T �� NrFF - i"` � T/ �S } g rFF 'fin O• . � 1 _ - -- •� HOR/Z. � / � 40 - --- -- - - - - �.I 'n N N - 1 - f •f t, h M PROF/L E SCA E• - - - cvry c� �t i s _ - - - -- -- +.� 1 - - 1N - VERT. s / 4 - - -- - --- �� `Y t( f[ t � h k }�` -- - T F' F T F T T 1 -_ -_ _ - } �} - 1- - - ' _ -- - _ E - - - - - - - {�' - # P. ./ 24 95 5 _ - - - yr ] t 5 k I I _ 1- t 1- t t } - 1 1- t t t ) r i � �} { t # S t F # r I - T YP/CAL SECTION TABLE NOTE: CONSTRUCT/ON NOTES ES LEU CI TE AVE. LOCAT/ON NORTH S/LE SOUTH SIDE Br z OF'RRVE APPR0.4ulve .4T 28.5 FROM CENTERLINE ✓-- STAT/ON TO STAT/ON SEE SECT/ON SEE SECT/ON ARCH/BAL L� AVE. �-- �--- / PROTECT /N PLACE 30' 30' 471-76 T 0 42456.1 'G -G' 'F - F ' l I 4 g I 2 RELOCATE AS DIRECTED /2' I /8' /8' /2' 491-56.1 TO 50-04M.8 'G -e' ' E -E ' y" h 9, 361- 3 }- TO BE RELOCATED BY OTHERS r. 50.1-558 TO 5/f 74.2 'G - G ' 'F - F' // // // M ( 4 }-\J- REMOVE TREE STUMP 12' 12' � // a Ci O y !/ r \.J �'� 51474.2 TO 53 A 87. / '0-0' 'F -'r ' ih h h) O op ( S } - REMOVE EX/ST/NG P.C.C. /MPRO VEMENTS v� �t h N 6 EXCAVATE 9 GRADE PER SECT/ONS 53481.1 TO 561-23. 00 O -O P -P Q 00 cb N Q M N + n; e k V. M N O 1, „ CONSTR. 8"P.C.C. CURB A 24"GUTTER PER C/TY STD. 303 a 56 4.95:o TO 564-95.5 A - A B - 8, O ♦ '' ? y '' ? n 3 ` 'A N ,. CONSTR. 8 P.C.C. CURB 9 /8 OJTTER PER DET,4/L ON SHT. 2 N CONSTR. 6"P.C.C. DRIVEWAY PER C/T Y STD. 308 IO Izi N TF J N G., '9 18-- / Q p /5 CONSTR. 4 P.00. DRIVEWAY OR S/DEWALK TRANS/T/ON �^ /l Ci ^ v v Q H O h; h N J o ^ 50 VAR. 22 PULVERIZE EX/ST/NG PAVEMENT C rr , �' !J I; '� 3 6 K 3 ,� h �\ I ti i W v 23 COLD PLANE EXISTING PAVEMENT PER DETAIL ON SHT. 2 J� JJ e I x g CO N Z hh 3/ c�,� } �I t X 6 I h 14 b c'Yi FURNISH Q PLACE 0.25'A.C. PAVEMENT V Ii'lo �C 1 e V `} � � � Q w 25 !. a ` i 1 I.'i :l iv� o W4, ' til ' v ti 1` ~ 25 7 3/ > °j 27 FURN/SH 9 PL ACE O.33'A. C. PAVEMENT ' 23 30 � 'i 4 36 34 I ? / ' 7 / � � � � . .I J w 1 .. I �- pj v O ` 34 / ( .'I / r 28 FURNISH 9 PLACE 0./O A.: OVERLAY r 34 . .�I e f,� � � # I e .� I 26 I I • 1 �i N X x r FURNISH PLAC VARA A. � `� • • ,• - _ ___-_ - � . . •: , : 309 E / BLE OVERLAY FURNISH 8 Pt 7'A ;. w -"� ,, wnM ACE DRIVEWAY TRANS/T/ON 7- -6- : 4"Q 4" 32 FURNISH 9 PLACE VARIABLE A.O OVERLAY DRIVEWAY TRANS/T/ON a`Qco a B a 57f-43./8 50 f-67. 36 : 49 - s 2 26-a"s 49 N Tao 22 /0+00 N _ �I a 1� s 54 55 22 26 - 28 _ '+ �7 B,.J _ t 33 }- ADJUST WATER VAL VE COVER Tib GRADE W J�rA r--ia w- 4$•f25.08 N N ° ,p 26 , 33 - 3!N is N �o as ° im w 34 AD✓UST SEWER MANHOLE COVER TO GRADE PER C/TY STD. 5/2 T v) I M 23 - 35 FURNISH 8 PLATE PAVEMENT TRANS/T/ON SIGNING PER C/TY STD. 406 w • • • • - a - � - © 36 RECONSTR. SURVEY MONUMENT PER C/T Y STD. 702 (6 w - - - - - - W I 1 I CONSTR 4 PCC S/DEWALK PER C/TY STD 3/O a 3// y r,, h #.I 9 A /0 3 30 8 h 6 /6 5 $ 9 6 9 I _ v I /6 9 �,�• h I IO CONSTR. 4"P.C.C. WHEELCHAIR RAMP PER C/TYSTD. 3/O SAN 2 22 BERNARD/NO ROAD I ,tu • J I , J ^ N 71 $ O 8-L.A.C.R.O. CONSTR. P. C.C. -STEPS PER( e M ti� n "� _2 2 STD. 33 D/ J'/airsell Dew CDew kow - .� 26 26 O ^ 11 r� 1 W � 4 �. Q ti ti ^ Q) t2 'erGssCe. �► 9 V N ,� 0-- 4i I D Q ,cp w p } � 25 - FURNISH 9 PLACE 0.33 u Q OJ^ ro J W I. I O CITY v cp Z AGGREGATE BASE I � N �• e vv vQ o Q v h W DESCRIPTION OF REVISION DATE APPROVED 8 RAIL FENCE O 4 9 �' 'h 2 h a ti SEE F S. D.W. y O 5, 50' 2.50' ' h W� Q ELEV. BELOW Q 3 � CITY OF RANCHO CUCAMONGA _--_+ 6 `t 2 2 h J ' S-R/W t� O LP. V505477 3 D.W. ELEV. oQi O 0 a in? 3 5 53 f 99. o ' �,� ' h y fw PLAN AND PROFILE 81-90 � 23 e 28.5 ' : 24.'10 O p,� - `� �• W � Cj•1 � W / 0 33. 5 : 23.85 F � N + e J h 2 2 hp $ e3$. 5 = 23.35 3 3 3 0 SAN BERNARDINO ROAD a 9 .` h ,��+ Gd 48.5 s 22. /O 'n > 1 MORTAR NISH / �e' w V O RELOCATE WOOD s r Q r� 60' _ (21.55) JOIN EXPOSED FACE-� • -�' = p FENCE To r , 5o i 7 STAT/ON 47*75 W ARCHWALD AVENUE , , B 2:1 MAX. 41 >w ( ® 4 33` / 36' APPROVED BY ` DATE � - JG/N R/W : c0 D.W. ELEV. ? a 28 CURVE DATA 544_ $3. 9 CITY ENGINEE R.C. E. No. 23889 /.•� @ 28.5' S 23.68 DESIGN PI_A PREPARED QY= RECOM NDED Q NO. d R L T 0, 33. 5' = 23.43 7 f 89.00 J 748.9 NOTE ' @ 3$.5' s 22. 93 D 1420 E. EDINOER AVE SIDEWALK DETA/L x- A 87°47'/3" 27' 4/. 37' 25.98' DRAWN SANTA ANA ,ca�.�2�oe SHEET BEG. CURB 8 GUT TE T ( r,, BEG. COLO PLAN/NG O 84CK OF DR/VE APPROACHES a 53. 5 - 21. 06 (71.4 1 547 -6 a 75 SCALE: / 40' 53*87. / TO 55f56.4 BEG. PULVER/ZATION \,- B 9 ° 04'07" /00 ' /5.83' 1. 93' AT 28,5' FROM CENTERL/NE C 63' _ 00. 60) 7 0 F 9 CO WINO C I RS 6 2 c'd Y FEATHER EDGE R.C.E. No. 19442 74 50 I J CHECKED DRAWING No. JOIN E P. -SAWCUT 8 JOIN _ _ 889 r DATE FI L E No,