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HomeMy WebLinkAbout1610 - -- BENCHMARK -- -- - 41. - 15.22'- - 91' ET 2" BRA D CITY 023TA AP SS DISK IN CONCRETE DRAIN OUTLET E - - - - - -- - - - - __ NORTHWEST CORNER UOFM8TH STREET HANDRARCHIBALD AVE. - -- - - - 8 8 8 - - -- - - - -- - -- - -+- - -- -- - - - - - -- - - - - - -- - - WING OF STRUCTURE. - -- - - - - - - -- -- -- � - - -- - - -- - - - - - - i. - - -- -- - - - -- -- - - - - ELEVATION s 1104.771 W - - -t - - - - - - - - -- - - -- - - - - - - -- - - t 1 EXISTING R/W PROF1Lr* � - - - - - - - _ - - - - - - z f C. - - - - - 40 T. OFILE - Z ,ri ; If �o - - - - 41NE - s T IST T S V A T c z --- ri n — -- -� + aIc _ a — 00 a� S CHLRCH ST. - CIL J SAN IIERNARM 10 RD LJ W I Li 30 a a ` �kc-- - - -L-. - - -- - - - - - - - - n - - - - - - -- - - - - - - - - - - - - - -- - - - W L W N.T.S. k ST. a ♦ - ♦ - - - - _ - - -- - _ - - _- 9th ST. An 03 W 517 Q - _ - - - - - - - - - - -- - - PR ECT SITE - P.t:=49.80; iT.C. PR - - - -- - - - - - - - __ J - - - - LITRM 11 i - - - - - - - - - - - - - - - - ROF�O T F6FIL - -- -- - -- _ _ - - - - - - - -- - - - - HORIZ. SCALE: 1 "=20' _ - � - - - - - -- -- --- - -- - - - - - - -- — _ - - - _ _ rff - - - VERT. SCALE: 1 =2 - - -- - -- _ - - - - - - - - �WTTN s'cuj 15+00 16+00 CENTER OF CURVE CONSTRUCTION NOTES: R a l� REMOVE EXIST. A.C. INCLUDING A.C. BERM AND CURB AND GUTTER NORTH (� SOUTH M . t� CONSTRUCT 3" A.C. OVER 4- A.B. PER CITY STD. 100-A R/W RAW rc, 4 4 t� CONSTRUCT 8" P.C.C. CURB W/24" GUTTER PER CITY STD. 104 18'-30' 30' �!. / O4 CONSTRUCT 6" P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-2 (SEE DRIVE APPROACH DETAIL) 6" VARIES O5 CONSTRUCT 6' WIDE P.C.C. SIDEWALK PER CRY STD. 103 INSTALL FENCE CENTER PARKING PER LOT PLA S @ 18' 12' ,2 © RELOCATE SCAM: w : 20• 4' r �`S� ro_q ' o f�7 REMOVE AND DISPOSE 6.5' 0'-6' LP 3�._._ 5' ® SAWCUT MATCH EXISTING �( 2.007; A _ 5;� VARIES � —�_ 2 �' S C 4g.0 OO TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE, AND BACKFILL PER S.C.E. DWO# 6430-4243 LO 1.23% TO 1,39 F,1.• (INSTALL STREET LIGHTS 5800 LUMEN HPSV WITH 6 MAST ARM BY S.C.E.) Z 4.18% TO Ot ADJUST TO GRADE �� 4.85X in 45.87 AS � J i i F.S. •< � 1© CONSTRUCT UNDERSIDEWALK DRAIN (SEE DETAIL A, SHEET C3 SENIOR CENTER PARKING LOT PLANS) - + a 5 r r ryk/ gS UJ d V< / . O 1© INSTALL NO PARKING SIGN R26 do R81A ON NEW METAL POST PER CITY STD. 401-B U� 3 d F.S. 45.95 ¢ _� w w SIDEWALK TRANSITION TO 4' WIDE AND 1[�4 INSTALL NO PARKING SIGN R26 do R81 B ON NEW STREET LIGHT POST =fin m ADJACENT TO PROPERTY LINE FROM 3 H�ci M a STA 15+52.91 TO STA 15+69.68 3 W- ; 7eo, 10 1W 1B' MPF W STA 15+19.08 TO STA 15+75.91 s" NOT TO SCALE a' 8 � H + O 9 O Ci J z ' H `n I of 3,2 R 50 " REP5 �? H K NDUWITHCE NSAME SIZE }I W i DRIVE APPROACH DETAIL 6. " �^ > LEGEND I � �,.�......: . ,/ % Q SCALE 1 "=10' J 6 ° a I ` 4 D_ G �. CV 1 4 y 2 NNS R�4' 2' GUTTER �i`f Z REMOVE AND DISPOSE EXISTING A.C. MOC Q TRANSITION _ _ - O GENERAL NOTES k6' t�` 3 �✓✓ ��' Z k� �'4 h .' (, V'J W 7 NEW A.C. PAVEMENT ° 2" PFM -... .__ _... _... - .. _ Q J ty 1. All work shall conform to the City of Rancho Cucaman a Standard Drawings and the Standard FENCE AND WALL CR Specifications for Public Works Construction, (Green Book, 1994 Edition and 1995 supplement. -..:. NEW P.C.C. PER SENIOR CENTER 5+0 E 16+00 ALP I N E ST. 20+00 PARKING LOT PLANS s _ f 1 -_ v_ I - 2. Public and Private utilities and substructures shown hereon are from available records. The (4� Contractor shall be responsible for protecting all utilities and substructures as shown within the 1 2 sm 1 2 s ,rs construction limits of this project and shall be responsible for any damage as a result of the Q Q R L T 1 �� bo �, construction operations. - 5. - - - DESCRIPTION OF REVISION DATE CITY A 200' 24' 83.78' - ELEC 'WATER 8 9 8 9 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities APPROVED: TPANSFOPMEP METER B 20' 100' 34.91' 17.63' ' _.. - -- - - -_ two working days prior to construction or regarding any problems. C 12'29'24" 253.54' 55.27' 27.74' l a , � k ��� < �,S -- �A�L , N , ` Southern California Edison Co. 909 989-5861 CITY OF RANCHO CUCAMONGA G 10 � 335-7712 � r General Southern Telephonea Co.s Co. 909 469-6334 4"'HIGH CHAIN LINK FENCE- - ROLLING (;ATE Cucamonga County Water District 909 483-7440 PLAN AND PROFILE t - AA__ F. ": T IRON _NCE Wiltel Business Network 909 947-9441 8 9 m IUi ` x STA 20+00 PER STREET IMPROVEMENT TRACT 5347 4. For inspection of this project, the Contractor shall contact the Public Works Section at 477-2740 ALPINE STREET IMPROVEMENT PROJECT 4 SEE DRIVE APPROACH °i ,� 41 (CITY of RANCHO CUCAMONGA DRAWING NO. 314) ext. 2341 two working days prior to the required date. 00 DETAIL + _ ~ 5. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or encroachment within any City of Rancho Cucamonga easement or rights-of way. -_ _ LOCATED WEST OF RAMONA AVENUE � FESS/ Underground W w o 6. The Contractor shall have a "Class A" Contractors License. FR �ti1 APPROVED BY: - DATE: � Q w� '� ti CfTY ENGINEER RCE: 24§53 Service Alert ' Li Q 2 W 7. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement 4,Q �Z J w W of any work. All discrepancies shall be reported for direction immediately to the City. rn i3 r', DESIGN u, Q � -' ��`-�a�=_ �-/ REOOMMENDED Call: TOLL FREE 3 Z j No. 24953 i W MI PK CITY loo GRANCHO�RCUCAMONGA �3/Pl1 1 -800-422-4133 6 w p� Exp 12-31-97 DRAWN RANCHO CUCAMONGA, CA 91730 SHM 0 TWO WORKING DAYS BEFORE YOU DIG , �� clv%\E � PK 1 ofOF 1 11 CHECKED DRAwnrG No. HM N.c.E. Nom � 6� 0 or►TE ME No 97-02