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HomeMy WebLinkAbout2188 BENCHMARK: "NEW A "Now -VP" "Ir A GA V AM FOUND MONUMENT, LS6932 AT INTERSECTION OF F I oft Ae"_ 0 IL ME ME ME ME ME ME ME 1W ME ON IEW ON OIN ARCHIBALD AVENUE AND BANYAN STREET. NO 1L C X kam.JP" RIONEMIN .1 x �M'j C ELEVATION: 988.97 AMEME13 � IMME RA IMME LMMMMMk IMMEIMME IMMEAffW MEMSBrEMEN IMEMIMME SEEM IMME MINE ALAL A3k IMEM N Y N CN111111111111wMmuNiTY I 'Em � 1'I NOTES: ME = EMIE ME ME ME ME 0&- SO- man -SISSSSI L mum n&& l 10"Am " Now-IRA"' M "EM11111111111 1 INSTALL PVC 2-RAIL FENCE, ' HEIGHT (SEE TYP. CROSS SECTION HEREON) REFER TO STANDARD DWG. NO. 1010-A. FOR FOOTINGS AND MISC. DETAILS OMENS M LA U r-%M2 REMOVE EXISTING DIRT, LAVA ROCKS, GRAVEL, OR COBBLE STONE SIDEWALK AND REPLACE WITH 4-INCH THICK DECOMPOSED GRANITE (DG). r nw 3 REMOVE EXISTING CONCRETE IL FENCE AND REPLACE WITH N PVC GENERAL NO � eR . 3' HEIGHT (SEE TYP. CROSS SECTION HEREON) --.,--•aL-ra�oN_ REFER TO STANDARD DWG. NO. 1010-A. FOR FOOTINGS AND MISC. DETAILS lrsr• '--• `. 2—RAIL FENCE PER, 1 . All work shall conform to the City of Rancho Cucamonga Standard Drawings and the r I EHILLSIJE D I l Standard Specifications for Public Works Construction, (Green Book), 2003 Edition with l 4 SAWCUT AND REMOVE EXISTG DRIVE APPROACH AND CONSTRUCT NEW ❑ 1140 AVE �� _ /p 24TH ST supplements. t W �� DRIVE APPROACH PER CITY OF RANCHO CUCONGA STANDARD DWG. 101, pp . BAN N sT � • • SUMMIT AV TRANSVERSE MEDIUM BROOMFINISH. private utilities and substructures shown hereon are from available records. ` ' 2. Public and p -•` a EMo ❑ vE r shall be responsible far protecting all utilities and substructures as . a � HIGH110 D Avy 5 CONSTRUCT PCC RETAINING CURB, VARIES HEIGHT, SEE PLAN. The contractor p p g � ,9TH T } 30 shown within the construction limits of this project and shall be responsible for any t. Q 30 6 REMOVE EXISTING TREE AND SHRUB AND RELOCATE EXISTING IRRIGATION. damage as a result of the construction Operations. 2. W W z • a a t x VICTORI PARK N U � ® LINE D W Q�— ADJUST EXISTING UTILITIES TOG DE. . The contractor shall notify UndergroundService Alert 1-800-422-4133 and the following .dr. RR utilities two workingdays prior to construction or regarding any problems. W �HURC.Q 8 PROTECT I PLACE. Y U m %� 9 PAINT 4" SOLID WHITE. Southern California Edison Co. (909) 357-6223 FOOTHILL BLVD 66 Southern California Gas Co. (909) 335-7744 10500 C CEN,1= DR. : 4: [:] > ® RRow ROUTE Ql 10 SACUT AND REMOVE EXISTING A.C. PAVEMENT AND CONSTRUCT Verizon Communication (800) 469-6347 a I 1.Q a W 6" A.C. PAVEMENT OVER COMPACTED NATIVE SMOOTH Cucamonga County Water District (909) 987-25911111111M."7, o Q Q BNSF RF TRANSITION FROM A.C. PAVEMENT TON PGC DRIVE APPROACH. Charter Communication (909) 880-0231 - 11111111111111 1 1 11111111111 "— 6TH ST 11 CONSTRUCT CURBSIDE IN OUTLET-LQ CAPACITY PER CITY OF RANCHO Metropolitan Water District (909) 217-6679 tz 0 CUCA OGA STANDARD P NO. 107-A. 5' OF 3" DIAM R PVC, SCHEDULE 40. 4. For ins action of this ra'ect the Contractor shall Contact the Public Works lection �� !• 12 RE OV EXISTING 45' ANGLE BARB WIRE AND INSTALL N VERTICAL p p 1 7[:11 ®,4TH ST ,, ,,� ,�®„�, ,. ' BARB WIRE PER DETAIL ON SHEET 2, COMPLETE IN PLACE. at 477-2740 Ext. 4036 two working days prior to the required date. V10NIff MAP 13 PAINT LEGEND AS SHOWN. " HORSE TRAIL" 5. A permit shall be obtained from the City of Rancho Cucamonga, prier to any construction or encroachment within an Cit "' RAW NOTE: TRI ALL INTERFERING EXISTING TREE BRANCHES, 10 FT. VERTICAL, c Y Y of Rancho Cucamonga right-of-way. 11 FT. HORIZONTAL 6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City SHEET INDEX of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior to construction indicatingan detour and/or road closures. SHEET No. DESCRIPTION Y EXISTING WALL r®? 7. Contractor shall have a "Class A" Contractor Licence or Class "C27" license. L_J 1 TITLE SHEET EXISTING SURVEY MONUMENTATION BANYAN COMMUNITY TRAIL PLAN II existinq survey monuments that will be disturbed by this project shall be referenced and 2 . • California 3' HIGH PVC FENCE, REFER FROM STA. 01+00.00 TO STA. 10+00.00 r Cit Construction or in accordance e Section 771 of iF - u ors c . o onu ar s a o the plans an described a follo s: TO STD. DWG. 1010-A FOR FOOTINGS I I BANYAN COMMUNITY TRAIL PLAN AND MISC. FENCE DETAILS 11b N ` , 3 FROM STA. 10+00.00 TO STA. 15+40.00 (NOTHINGT ) � !E � s r®� TRAIL SURFACING NOTE: ;-; TRAIL SURFACING: Trail surface shall be stabilized decomposed granite with 4 inch minimum ::::::::::::::::::::.:::::::: I s available �-- •tee .6 A e �-�- N� 77 :::::::::::::::::.::::::::::::::.:.:::::::..:;::.....:.::.:.:::_:.:::::::::::::::::::::::::::::::............ ::::.::::::.......................... 4e debris and rade surface smooth. Stabilized d. . • •-�•® • �. base Remove rocks and g `1 ��. _ _� , `� � s' , �' ,� ,/ from Gail ater�als (909) 279-1095 or approved equivalent. Stabilizer organic binder 71A shall be Incorporated with granite fines by the use of a pug mill to insure proper ration OV)/ � EXIST. CURB & GUTTER � �-- / of stabilizer to granite fines. For each 2" lift, evenly spread the material over the area, rade and smooth. Thoroughly water entire area to ensure that the entire depth is moist. GG' Gc��u 4" DECOMPOSED GRANITE g Y ° . �3 Roll the area with 1000-3000 lbs. of weight. Prior to use allow the finished surface COMPACTED TO 907 MIN. 9 BANYAN TRAIL TYPICAL CROSS SECTIONsufficient time to dry. an the side to which the water drains, build up the compacted ifs ace of 1/4"-1/2" above concrete curb allowing the water to c a � 1 —I— 1 d.g. to a finished surf9 AND STA. 7+75± TO 15+25± drain over concrete curb into adjacent planting area. c- Gt1�vu G�, 11' r t"�Nt, •`V �3 EXISTING DIRT TO BE GUT AND REMOVE 1 6 RETAINING CURB 5 8 TE cny VARIES HEIGHT DESCRIPTION OFR IQ A 3' HIGH PVC FENCE REFER - TO STD. 1010-A FOR FOOTINGS � 3' HIGH PVC FENCE, REFER AND MISC. FENCE DETAILS TO STD. DWG. 1010--A FOR FOOTINGS CITY OF RANCHO CUCAMONGA AND MISC. FENCE DETAILS R y TITLE — 3: ,,y •_ _ LAJ 18" BANYAN COMMUNITY TRAIL .• - — • • v27 18" 27 ° o AMETHYST O A C H I ALDAVENUE �- � �• ®® :....... .. ..... ................................. Azz ot ....... ..............0 O ozid ,/ ` , ./Y. ,� ,/'� '�,� �\e` s°°�\``��` APPROVED BY: DATE: s ��, .� � °�,�0 d� `�.'�,�`�.°� ` � �` �,,`', r� ° ,,�,,���2�,� ,,�, ,,,�, �°� ,,�p,�'o�, L .�� TRAFFIC ENGINES RCE: 42156 EXIST. CURB & GUTTER (� EXIST. CURB & GUTTER `.=/` 2 ` DESIGN N PREPARED BY: RECO MENDED " INSTALL CONCRETE HEADER O llow 4 DECOMPOSED GRANITE COMPACTED TO 907 MIN. 4" DECOMPOSED GRANITE WHERE INDICATED No. 42156 Z RD2 CITYF RANCHO CUCAMONGA COMPACTED TO 907 MIN. TRAIL TYPICAL TI w ►R ® 1050C} CIVIC CENTER DRIVE Sku BANYAN 3-31 RANCHO CUCAMONGA, GA 91730 NTS BANYAN TRAIL TYPICAL CTI CIVI , RD2 1 OF NTS OF C ®F CHECKED R°C,E° 215 DRAWING No. 147'—RETAINING CURB 5 AV FROM 4" CF TO 16" CF RELOCATE EXISTING IRRIGATION, COMPLETE IN PLACE. n EXISTING 2 PVC I JOIN 5 0 TO 4 fj -o` ! `t 6 e� �S �`' t --�_____ ._ -' USH TC USH TC RELQ �20/R ---���—� OCA T�' EX/s FRAM �TA�NjNC C `''-~---_ k�s�MG lR TO '6" URB S 4 E � � 6 6 6 DgMq Ri�q� eF EMG` " lll Q'• 1 1� 7 8 `v �„ CE0 stOpOA( COMp� a�R �N pC ANG GVR GF \N P�p,G 2 ® 4 +00 jo FRasrop ^'^� r l 4-1.00 Rpt.®G g' Q REMOVE EXISTING REMOVE EXIST. 45° ANGLE s 6 =- _ �_- + 45' BARB WIRE ��1 goo fi NEW VERTICAL BARBTWIRE. �� 1 6 N •tea --''��� '�'� '�'' �_ cvuj .�1 x x x x x x x x x �'''— E— W11 x— X— X- -xx x x x x x �— x x x x x x x x x x AMENI _ '--- s rl PLS ,! ., Aw INSTALL NEW 2v -- �.---`' VERTICAL BARB WIRE N ...:......: uj ---- momp PROTECT EXIST. CHAINLINK FENCE TO REMAIN PROTECT EXIST. CHAINLINK FENCE TO REMAIN , SECTION FRONT ELEVATION �,Fs� N.T.S. N.T.S. '��'' 1 Q 77' -- RETAINING CURB 5 2� FROM 12" CF TO 16"6 CF SAWCUT EXISTING A.C. 8 EXIST. R W AND REMOVE TO BE DEDICATED CONSTRUCT CONCR TE HEADER PER STANDARD PLAN N0. 534• F•,. •�,. s .gyp �� 5 12 A 2 R lW ,� 2 2 co ll� SAWCUT 8 1 'Bill A ~ o o c/) c� cv 2 / 8 — _ _. _ _ • II Q Q -00 �° 4 1' CLEARANCE Z co 1 o cn n 8 �- 4 `_ �+ 1 ON BOTH SIDE 1 8 + •. -.1 RELOCATE GUY WIRE OF POLE (TYP.) C4 r y C6 BY EDISON8 o REMOVE EXISTING 13 RELOCATE GUY 13 8 • COBBLESTONE 1;1WIRE BY EDISONs+aa 9+loo 10 �1 PAINT RED CURB LLJN UJI04 LLJ X:uj LJd F_ CONSTRUCTION • (D— INSTALL PVC 2–RAIL FENCE, 3' HEIGHT (SEE TYP. CROSS SECTION ON SHEET 1) Adollft mrn mr mok VA N qmmw AW Q a Z REFER TO STANDARD DWG. NO. 1010–A. FOR FOOTINGS AND MISC. DETAILS SAim 2 REMOVE EXISTING DIRT, LAVA ROCKS, GRAVEL, OR COBBLE STONE SIDEWALK AND REPLACE WITH 4–INCH THICK DECOMPOSED GRANITE (DG). z N0. DESCRIPTION OF REVISION DATE CITY -� APPROVED: 3 REMOVE EXISTING CONCRETE RAIL FENCE AND REPLACE WITH NEW PVC (13CONSTRUCT CURBSIDE DRAIN OUTLET–LOW CAPACITY PER CITY OF RANCHO m 2–RAIL FENCE PER, ' HEIGHT (SEE TYP. CROSS SECTION ON SHEET 1) CUCAONGA STANDARD PLAN NO. 107–A. 45' OF 3" DIAMETER PVC, o CITY OF RANCHO CUCAMONGA REFER TO STANDARD DWG. NO. 1010–A. FOR FOOTINGS AND MISC. DETAILS SCHEDULE 40. 6" ca T.C. 4 SAWCUT AND REMOVE EXISTNG DRIVE APPROACH AND CONSTRUCT N (1-2)-- REMOVE EXISTING 45' ANGLE BARB WIRE AND INSTALL N VERTICAL 3/4" LIP (1/2" R) PLAN DRIVE APPROACH PER CITY OF RANCHO CUC ONGA STANDARD DWG. 1011 BARB WIRE PER DETAIL HEREON, COMPLETE I PLACE. 4" "SHINER" SAWCUT EXIST. TRANSVERSE MEDIUMBOO FINISH. � z pp AT FLOW LINE DRIVEWAY Q BATTER 2:8 �' BANYAN COMMUNITY TRAIL 5 CONSTRUCT PCC RETAINING CURB, VARIES HEIGHT, SEEP N. 13 PAINT LEGEND AS SHOWN. " HORSE T IL" w < -_ _ Q F- w FROM AMETHYST STREET TO ARCHIBALD 6 REMOVE EXISTING TREE AND SHRUB AND RELOCATE EXISTING IRRIGATION. > cWn FINISHED SURFACED ROADWAY SURFACE 12' 4 REBAR t 7 ADJUST EXISTING UTILITIES TOG D . �, 'A° a°a $» APPROVED Y: DATE: v ° CURB AND GUTTER TRAFFIC ENGINEER GE: 42156 PROTECT IN PLACE. LEVEL DESIGN N PREPARED BY: REC MENDED lea SECTION A-A RD2 CITY OF RANCHO CUCAMONGA ==_ 9 PAINT " SOLID WHITE. DRAWN 10500 CIVIC CENTER DRIVE SiJET RANCHO CUCAMONGA, CA 91730 10 SAWCUT AND REMOVE EXISTNG A.C. PAVEMENT AND CONSTRUCT RETAININGU of NEW 6 A.C. PAVEMENT OVER COMPACTED NATIVE, SMOOTH CHECKED DRAWING No. TRANSITION FROM A.C. PAVEMENT TON PCC DRIVE APPROACH. N.T.S. R.C.E.IXNo 1 H DATE FlLE NO 2188 f I I d I I f I I CONSTRUCT CONCRETE HEADER CONSTRUCT CONCRETE HEADER CONSTRUCT CONCRETE HEAD R PER STANDARD PLAN N0, 534. PER STANDARD PLAN NO. 534. I CONSTRUCT CONCRETE HEADER PER STANDARD PLAN N0, 5 4. PER STANDARD PLAN N0. 534. RELOCATE EXISTING IRRIGATION, COMPLE IN PLACE. 2 2 7 INSTALL W11-7 a 2 7 M I COLo r �....._._. Q O -I 1 8 8 1 8 8 0 N 8 8 ® 8 7�2 1 8 8 + NQ ELOCATE GUY WIRE ev I foo BY EDISON 11+00-" 4-- 1 ��� 12+00 a 1 00 w 15+00 15+ 3,88 uj 14+0 coW uj M.. M.. Ir r4 ARCHIBALD AVENUE li w v CONSTRUCTION ' (D- INSTALL PVC 2-RAIL FENCE, 3' HEIGHT (SEE TYP. CROSS SECTION HEREON) REFER TO STANDARD DWG. NO. 1010-A. FOR FOOTINGS AND MISC. DETAILS d DESCRIPTION OF REVISION DATE C� 2 REMOVE EXISTING DIRT, LAVA ROCKS, GRAVEL, OR COBBLE STONE SIDEWALK NO. APPROVED: AND REPLACE WITH 4-INCH THICK DECOMPOSED GRANITE (DG). CITY OF RANCHO CUCAMONGA 3 REMOVE EXISTING CONCRETE RAIL FENCE AND REPLACE WITH NEW PVC 2-!RAIL FENCE PER, 3' HEIGHT (SEE TYP. CROSS SECTION ON SHEET 1) P LAN REFER TO STANDARD DWG. NO. 1010-A. FOR FOOTINGS AND MISC. DETAILS 4 SACUT AND REMOVE EXISTNG DRIVE APPROACH AND CONSTRUCT NEW BANYAN COMMUNITY TRAIL DRIVE APPROACH PER CITY OF RANCHO CUCAONGA STANDARD DWG. 101, FROM AMETHYST STREET TO ARCHIBALD AVENUE TRANSVERSE MEDIUM BROOM FINISH. 5 CONSTRUCT PCC RETAINING CURB, VARIES HEIGHT, SEE PLAN. APPROVED BY: DATE: 6 TRAFFIC ENGINES RCE: 42156 REMOVE EXISTING TREE AND SHRUB AND RELOCATE EXISTING IRRIGATION. DESIGN PLAN PREPARED BY; RECOMMENDED 7 ADJUST EXISTING UTILITIES TO GRADE. RD2 CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE S E. 8 PROTECT IN PLACE. DRAWN RANCHO CUCAMONGA, CA 91730 of CHECKED R.C.E. NO.&Z156 DRAWING No. CH DATE FILE No 1