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HomeMy WebLinkAbout18981 A A B B BC C D D E E E F F G G 50 53 51 51 52 52 53 50 54 54 55 55 56 56 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS PUBLIC PROTECT IN PLACE NOTES: PROTECT IN PLACE EXISTING CONCRETE CURB AND/OR CURB AND GUTTER. PROTECT IN PLACE EXISTING ASPHALT PAVEMENT. PROTECT IN PLACE EXISTING CONCRETE SIDEWALK. PROTECT IN PLACE EXISTING CROSSWALK STRIPING. PROTECT IN PLACE EXISTING WATER LINE, FIRE HYDRANT, WATER METER, FIRE SERVICE, FIRE SYSTEM APPURTENANCES, AND INCIDENTALS. PROTECT IN PLACE EXISTING TREES, LANDSCAPING, IRRIGATION LINES, AND INCIDENTALS. PROTECT IN PLACE EXISTING TRAFFIC SIGNAL, STREETLIGHT, CROSSWALK PUSH BUTTON, UTILITY BOXES, AND INCIDENTALS UNLESS OTHERWISE NOTED ON PLANS. A B C D E F QTY G 1 LS 50 51 52 53 PUBLIC PAVING AND GRADING NOTES: SAWCUT AND REMOVE EXISTING A.C. PAVEMENT, CURB & GUTTER, AND SIDEWALK. SAWCUT TO BE 2 FT FROM EDGE OF GUTTER. DISPOSE OFF-SITE. SALVAGE EXISTING RED PAVERS FOR REUSE IF IN ACCEPTABLE CONDITION. CONSTRUCT FULL DEPTH A.C. PAVEMENT INFILL. CONSTRUCT 4" MIN. PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA SPECIFICATIONS. REUSE EXISTING RED PAVERS PER CITY SPECIFICATIONS. MAINTAIN EXISTING PATTERN. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 TYPE A2-8. SEE DETAIL 5 ON SHEET 15. CURB HEIGHT TO BE 8" UNLESS NOTED OTHERWISE ON PLANS. CONSTRUCT CURB RAMP PER COUNTY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL 110. ADJUST EXISTING UTILITY BOXES TO GRADE IF NECESSARY. ADA 4'X4' PAD ADJACENT TO EXISTING CROSSWALK PUSH BUTTON. QTY 54 55 1,430 SF 152 SF 1,097 SF 71 LF 2 EA 1 LS 2 EA56 PUBLIC PAVING LEGEND: CONCRETE SIDEWALK TO MATCH EXISTING SECTION FULL DEPTH A.C. PAVEMENT TO MATCH EXISTING SECTION SEE CURB RAMP DETAIL HEREON 1 1 1 1 LICENSED P R O FESSIONAL E N GI NEERSTATE OF CAL I FO R N IACOLBY J . NEN NI GCIVI L 1 SEE CURB RAMP DETAIL ON SHEET 2 1 1 LICENSED P R OFESSIONAL E N GI NEERSTATE OF CAL I FO R N IACOLBY J . NE N NI GCIVI L 11 72 72 729 72 J64 64 J 64' J 64 J 33.9' 34.2' VARIE in 36.6' VARIE n 59.0' VARIE Ln VARIE cn 1 1.1' 13.4' 14.3' 16.2' 2' a V 2 a V)2 a V)2 a SAW-CUT v I SAW-CUT v I SAW-CUT uj aw I SAW-CUT a i u' N p U-) ca r 0 MEDIAN-VARIES 0I MEDIAN-VARIES N I MEDIAN-VARIES 0) n MEDIAN-VARIES w 7 U-) LO 0001N ca r) 0) 00 r) L M_ 0 U) rrMN N NN N O 6 N N N N 0p) NN N 29N5s5a)N4.039;)N 4439(3.87%) 47 4. 49 099; 0+00 95+00 97+00 99+00 FOOTH&.L AVENUE FOOTHILL AVENUE FOOTHILL AVENUE FOOTIALL AVENUE LOOKING EAST LOOKING EAST LOOKING EAST LOOKING EAST N.T.S. N.T.S. N.T.S. N.T.S. 3 c 72, cr 72 72 r r J64' VARIE _v) 64 VARIE n 64 VARIE in 30.1 ' 34.8' 36.8' 12.9' 12.4' 14.4' 2 a 0 2 a v) 2 a SAW-CUT SAW-CUTL` w v I L` SAW-CUT w0 I a I Ico O a I p a ca MEDIAN-VARIES 0 o U-) I MEDIAN-VARIES 0 C-4 w 0NO. I MEDIAN-VARIES t N o ui U") o n co t` to N N N N N N C141Lnu N r) N2y 4 N N 490 29 4.( 4.509;)``' N 5.59) 690 6279;)C'4 93+50 95+50 97+50 FOOTHLL AVENUE FOOTHILL AVENLE FOOROL.L AVENUE LOOKING EAST LOOKING EAST LOOKING EAST N.T.S. N.T.S. N.T.S. 3 729 w 72 c72'W 64 VARIE in 64 VARIE v) 64' VARIE in 33.9' 34.5' 38.0' 12.6' 11 .8' 11 .8' V)2' a 2 a V' 2 a LA- SAW-CUT w 1 r` a I 1 O SAW-CUT a I 1 SAW-CUT a U-) M d 0 00 w LOMEDIAN-VARIES 00 MEDIAN-VARIES N o I MEDIAN-VARIES LO tj ff) O N N C W 110r) r) N r) NNffi NMNM N N 2%2 4. 49( 4.219) 9 59; 477 94+00 96+00 98+00 FOOTI CL AVENUE FOOTHILL AVENUE FOOTHILL AVENUE LOOKING EAST LOOKING EAST LOOKING EAST N.T.S.N.T.S. N.T.S. 3 lr q_ 72' a 72' a 72 r 64' VARIE iZJ n fi4 VARIE v) 64 VARIE in 33.9 34.5 47.3 12.6' 1 1 .81 '12.9' 0 2' a N 2 a cn 2 a L.` SAW-CUT w C) I SAW-CUT Li v I SAW-CUT Li 0 N a 00 I O a O I ro w I MEDIAN-VARIES M I MEDIAN-VARIES r N I MEDIAN-VARIES 0 0 0 to 00 LqNMN N CN N r7 N 4.839;)x' M N MN N 2% 6.359;)N 2 4•,89__)N N 0, _ 2% CITY 4( 09'X49, 4 DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA 95+00 96+50 98+50 CROSS SECTIONS FOOTHU AVENUE FOOTHILL AVENUE FOOTHILL AVENUE FOR LOOKING EAST LOOKING EAST LOOKING EAST ST= WROVEMENT'S N.T.S. N.T.S.N.T.S. FOOTHILL AVENUE E S S CUP 95-25 MOD) APPROVED BY: DATE: c' CITY ENGINEER4 L''{' RCE NO. 24953 Underground Service Mert z ALLARD ENGINEERINGDESIGN RECOMMENDED c)No. 36052 Y1 rn DBW Civil Engineering - land Surveying - land Planwiq G Cal TOLL FREE ocSiem ABOMvenue Exp. 6/30/2004 DRAWN Fmtana CaWbmw 9M SHEET IF 1-800 CIv1`- Q MAG 9091 356-1815 Fax(9M 356-17954 OF8TV 4U-4W OF Cp, CHECKED ae.r, 36052 DRAWING NO.N . Two WORKM DAYS BEFORE YOU DIG DATEDATE 2 ' I '"F FI EENO O 10401 U 7 U PLOT DATE: JULY 1, 2003 MAG Filename: M:\DWG\10401\10401-ST4.DWG R 63' 54' 37.49' 54' 13' 42' 35.49' 42' 30.8 I 30.8' In I 30.8' I 2' 11 .5' 1: 2' 2' f W SAW CUT SAW-CUL, E2 W-CUTS W n d N r.j W 1 W ` to W W 7 N N 00 O p N 00 N n i1)N N p O NCN N N "i -i N N N N Z9 N 2.ZO) o_O Z)I N N i— 3 569' I _ 2.65%I 4.869:)II 21+00 22+5024+00 VINEYARD AVENUE VINEYARD AVENUE VYVEYAIU AVENIE LOOKING NORTH LOOKING NORTH LOOKING NORTH N.T.S. N.T.S. N.T.S. Q It 63' 54' 13' 42' 54' 39.9 1'13' 42' 37.91 ' I 30.8' p 30.4 30.8' N A LI ^ I 11 .6' 2' o o 2 CN W SAW-CUT v N a w Nn ca t N I IN n NcpoN0) N n r04 3.33% N N N N% 4.91%) 23+00 2I+50 QK oRT24+50 VINEYARD AVENUE N.T.S. VINEYARD AVENUE LOOKING NORTH LOOKING NORTH N.T.S. N.T.S. 63' pt 54 54' 42.32'13' 42' 40.32' 30.8' 5.6' 42' 38.7 30.8 N I 2' 13.5 I 10.3' U- 2' AW-CUT^ N a 2 o W SAW-CUT w ` ``' Q, SAW-CUTS W 06 W _ 00 N n ^ n t0 W Y r O Op N N N CNV tp Z9 N I N I N N N N N 2.23%) — N 5.63%) 4.37%4.09% I I 23+50 25+0022+00 VINEYARD AVENUE VINEYARD AVENUE LOOKING NORTH IARD AVENUE LOOKING NORTH N.T.S. LOOKING NORTH N.T.S. N.T.S. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA CROSS SECTIONS FOR STREET IMPROVEMENTS VINEYARD AVENUE QROFESS,Oti CUP 95-25 MOD) o oNp J. q q APPROVED BY: DATE: CITY ENGINEERZ _ rc RCE N0. 24953 w,,A,,,cn 4 p - DESIGN RECOMMENDED t J!LJ 3lC.l l 0 ORE Dvil Enprm M land Surveying lend Plxnnit g GA 7.1-01No. 36052 m DBW ALLARD ENGINEERING Cat TOLL FREE 0 8253 Sierm AvEmue Exp. 6/30/2004 DRAWN Fmt,a rexl>a 92MSHEET 9 CIVI_- 1-800 F O \ P MAG f9[A'356 1815 Fax(9D91 3561795 f 5 OF__A__ OF CALF CHECKED Q dl.-.*G,// R.C.E. N0. 36052 DRAWING NO. Two WWW DAYS BLToRE YOU Cc RJA DATE LI 03 FILE NO. 10401 PLOT DATE: JULY 1, 2003 MAG Filename: M:\DWG\10401\10401-ST5.DWG I FOOTHILL STREET SCENE ELEMENTS IHISTORIC PEDESTRIAN OBANDINGATOBERUSTNOTE: SCORELINES 04 PAINT ALL TRAFFIC CONTROL LEVEL LIGHT POLES COLOR CppNCRETE FINISH RUST COLOR D HARDWARE do STREETSCAPE 11.5' LANDSCAPE NATURAL GRAY ROUTE 66 ICONS WITHIN FOOTHILL BLVD O O ROUTE 66 ICONS WITHIN FOOTHILL BLVD. LANDSCAPE / LAWN IN PARKWAY NOTE: SCORELINES 04' CONCRETE FINISH O FURNITURE CONSISTENT COLOR EASEMENT CONCRETE FINISH LANDSCAPE / SIDEWALK R.O.W. BANDING TO BE RUST LANDSCAPE BERMS NATURAL GREY SIDEWALK R.Q.W. COLOR CONCRETE FINISH PER CHEVRON PLAN CONCRET FINISH 6' WADE SIDEWALK 8' R.O.W. BANDING TO BE RUST POST LAMP PER CITY STANDARDS COLOR CONCRETE FINISH SPECIAL ARTWORK OR DISTRICT IDENTIFICATION AT THE 6' WIDE CONCRETE SPECIAL ARTWORK OR OWALKPERENG. PLAN 20' O.C. O MATCH POST LAMP DISTRICT IDENTIFICATION B CORNER GINEER' PLAN AT THE CORNER C HISTORIC PEDESTRIAN LEVEL LIGHT POLEST2) LANDSCAPE BERMS PER CHEVRON PLAN D PAINT ALL TRAFFIC CONTROL HARDWARE AND oRD L STREETSCAPE FURNITURE CONSISTENT COLOR ITY u u X X. y ,'LSEATING BENCH K LIMIT LINE TEN J LA CAPE R.O.W. X POST UMP POST LAMP a FUTURE BLDG. C SEE REET O i i x '' IMPRO WENT PLANS 1,293 sf I I ICSDIii I I X; i' ! V_ FUTURE BLDG. B NOTE: ALL WORK WITHIN STATE RIGHT-OF-WAY SHALL BE 1 f788seERaSHAPEeEocnrED COMPLETED IN ACCORDANCE WITH THE CURRENT STATEi'TENANT n.mMIF4DBYCONTRACTORAND i v A-w` ' T CAS STATION SIGNN" A OF CALIFORNIA DEPARTMENT OF TRANSPORTATIONAPERCHEVRONPLANSxlIPHAISTNSEIEG BUILDING r\ATISPECIFIC ONS. SHOULD A NFLI ARISE ET1CONFLICTSBETWEENWORKLg1NTLINEI r THE CONTRACT PLAN SPECIFICATIONSNOTE. EACH CONTOUR LINE REPRESENTS S, S CIFICATIONS AND/OR DETAILS 1' ABOVE GRADE PREPARED BY THE PERMITTEE THE STATE' STANDARD POST LAMP SPECIFICATION HSSHALL GOVERN AS DETERMINED THEIBY STATE'S REPRESENTATIVE.f S ATIVE. i i VPHASEIII i ALL WORK PERFORMED IN CONNECTION FUTURE WITH HIGHWAY PLANTING WITHIN THE STATE RIGHT-OF-WAY SHALL CONFORMSTRETTREELEGEND TO THE PROVISIONS IN SECTION 20-4 j% NOTE: EACH CONTOUR LINE REPRESENTS STREET NAME KEY BOTANICAL NAME COMMON NAME SIZE SPACING QTY. 1' ABOVE GRADE HIGHWAY PLANTING' OF THE CURRENT X CALTRANS SPECIFICATIONS. 6' R.O.W. LINE TREE 13.5' ADDITIONAL R.O.W. Foothill Blvd. LAG La estroemia indica 'Muskogee' Hyb. Lavender Crape Myrtle 24" box 14'6 TYP. 24 DEDICATION g i Muskogee' g H v nderCra e Myrtle 24" box 14'6 TYP. 12 i NOTE: TREE PLANTINGS Vineyard Ave. LAG Lagestroemla indica yb Lae p y POST LAMP PER SHEETS 2 AND 3 Foothill Blvd. RHU Rhus lancea African Sumac 15 gal 20 (TYP.) 6 BUS STOPIPERSITE PLANVineyardAve. RHU Rhus lance+African Sumac 15 , gal 20 (TYP.) 8 Corner PHD Phoenix dactylifera Date Palm 15 trunk 4 0 , TRELLIS PER CONSTUCTION NOTES FOR STREET TREES 1 . ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 6\Srh J 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC OILS REPORT SHALL BE Imo= FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY i REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. i3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE Y THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY, TREET TREE PER POST LAMP CITY SPECS.i TREE WELL TYPICAL r x FOOTHILL BLVD . IDEWALK INISH GRADE 1 URB STREET i mIJ V W NOTE:SCORELINES W 3 i ! NATURAL ANTIQUE CONCRETE FINISH BANDING TO BE DARK GRAY 1 0 FREEWAY I ANTIpUE CONCRETE FINISHl'-6" FOOTHILL BLVD. 13'-6" VINEYARD AVE. R.O.W. 020' O.C. VICINITY MAP N.T.S.ADDITIONAL R.O.W. DEDICATION TREE WELL SECTION VIEW N.T.S. PERMIT NO. : 08 - 03 - 6 - CD - 0276 1 4 4 T fes. rte s 0 0 0 OoLn L Ip . 4 J G r1 0 PROPOSED r• TREE CHANGES 6-04-0 DBUILDING PHASE II 11 DESCRIPTION OF REVISION DATE cxn APPROVED: J L I R 1 Z_ CITY OF RANCHO CUCAMONGA o o FOOTHILL BLVD . 8c VINEYARD AVE . 7:_ 1 ACTIVITY CENTER PLAN G rt rte\ 4-,.— N APPROVED BY: ' DATE:P h i I M a y Philip S. May CITY ENGINEER Cal I RCE: 4953 OWNER DEmxr WOOMMENDM 1937 WEST 9TH STREET CA UPLAND, CALIFORNIA 91786 PHONE(909)373-1959SHM FAX(909)373-1958 MP y gCONCRETEBANDINGTYPICALNemail: ma ]andarch®+del hia.net PLAN VIEW 1 /8"= 1 '-0" 0' 30' 60' 75 90 LANDSCAPE ARCHITECTURAL L1C. NUM. 3104 CHECKED LL.l1. 1110 dawtrlc No. ARC HITECT PM zS •0 3 U NO I H S