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HomeMy WebLinkAbout3933-6-25 I I 1 36 130 i - m eco rn �° W � g � m � �° � � _, ,,,,LOT „E„ 18 � o • n` 1b I 20 2 I� lb ►� +� 1p 1 �Ov1 m ��o ,I , , , N o o N i �i + + I m �' Uo� m �� II ;� .N\moi N\4�co 1 cn I I I° `�° 23 26 t E WA 1 � 8 35 PARKSID II �� NO VA RA A VENUE MANTO VA COURTPROP F:A 4 LLEL SEE SHEET 7 SEE SHEET .5' 10 -�,�1voI�p P,aRKIn�� 3 5' �7,EW a .v8o15 /2\ CONS TRUC TION NOTES �� P1� �L9 .yn�) G ��G 0 6� kn - 6� - CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED 20 - coNs r. �4cc,Ess i4Amp ooo �� o ��� JbyN ��►� ��� ��►�.���, NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32). PER C/ry STD. /oo'f�/%!OD/� O- CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. 2/ CONST G-'' c URB ONL y PER C17Y 64D . ,# O /000, CONSTRUCT CURB RETURN ACCESS RA . MP PER CITY STD. PLAN NO. 100 . �0 6 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006, _Q2 ,SAWCU7 8EMOV/5D 65' 6' 10' 6' 5 EX/ST C G /f?R, SLEEVES. 34+07.02 CL CB 19 a7 - CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. W=.10 '• V=4.69 "w" PER PLAN. CATCH BASIN #19 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1 AND DETAIL LOCAL DEPRESS/ON CASE B) ON PLAN. ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY SCALE.' 1 " = 10' STD. NOS 2000 & G060. 11 INSTALL STREET LIGHT KING LUMINAIRE TYPE K118E--EAR-11-150-HPS-K16-HSS-TS-PR Q EDISON LEXAN (NOSTALGIC POLE), AS SHOWN ON APPROVED MASTER STREET LIGHT PLAN. 12 CONSTRUCT STAMPED ENHANCED AC 'ASHLANSLATE" COLOR: "SLATE" AND STAMPED o AC BRICK BAND COLOR 'fiERRA COTTA" IF 16 CONSTRUCT AC DIKE PER CITY STD. NO. 1007. DIAL TWO WORKING BEFORE DAYS BEFORE 18 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHT 9. YOU DIG YOU DIG coivsrltrucr Pcc PARALL,eL HANDIcp PA??1f1NG IoE'R TOLL FREE 1-800-227-2600 PETA/L HERE01Y AND CAG TRANS STD. A(70 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CATCH BASIN #17 LOCAL DEPRESS/ON (CASE B) SCALE- 1 " = 10' s 0 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BENCH MARK: 18-17 BASIS OF BEARINGS: 7 LENGTH TANGENT C 1 BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 M/ WEST OF SAN SEVAINE RD., 2.65 M/ WEST OF SIERRA AVEZL ELEVA TION• .4 1428 609 THE BRG. N089'59'31 "E ALONG THE CL SUMMIT AVE AS SHOWN ON TR. NO. 16427-1, M.B. 29617--11. 39.27 25.00 C2 90000'00" 25.00 39.27 25.00 C3 89'5435" 25.00 39.23 24.96 C4 10'00'02" 110.00 19.20 9.62 C5 RELOCA7�5 144AubiCA,- P4R1<1,vGT 60.00 57.25 31.01 '3 � © C/RDATE C/T y STA/ ,0AR0 C.41-1- 0476, 57.85 31.39 ovaIr 8905435" 45.00 ADD �RA1?ALL EL HAND/CAP P�4RAf/NG CQQ�S RAAfP qd LV U GO -000-000,/ , U3 N ca t1i ` V Q: �� �� %% a cj� Lw mw mQ 3 � d �c3 to ILII5 III II 39 � Pl?O S P,q,RALLEL ,y A�CING ELBA COURT <s,E� DET ASOVE) SEE SHEET 11 31 +30.08 CL CB # 18 1 W=7; V=4.64 CA TCH BASIN # 18 LOCAL DEPRESS/ON (CASE B) SCALE- 1 " = 10' 41 50 J� t`vfit^ C 3663 c 42�*�V x`49 Cn►11. ��Q' J 0 No N, -I-'I1 .07TC, 694.51 L6 00 III 11 ^ tcr,)4L6-I �) I o, II I �'53 1-i o' o t- 110'11 20' 20 1 PA RMA A VENUE SEE SHEET 13 LINE TABLE LINE BEARING LENGTH L 1 N79'38'06 "E 42.71 L2 N090324J "E 42.71 zi� CURVE DZL7A RADIUS LEIVG -7A' NGE TABLE c: /0 60000'001, 5.50 5.76 1 3•I c/ oc O'00 &.50 • 7G I .9./S CURVE BENCH MARK: 18-17 BASIS OF BEARINGS: 7 LENGTH TANGENT C 1 BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 M/ WEST OF SAN SEVAINE RD., 2.65 M/ WEST OF SIERRA AVEZL ELEVA TION• .4 1428 609 THE BRG. N089'59'31 "E ALONG THE CL SUMMIT AVE AS SHOWN ON TR. NO. 16427-1, M.B. 29617--11. 39.27 I. F SHOULD CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C 1 90000'00" 25.00 39.27 25.00 C2 90000'00" 25.00 39.27 25.00 C3 89'5435" 25.00 39.23 24.96 C4 10'00'02" 110.00 19.20 9.62 C5 54040'12" 60.00 57.25 31.01 C6 55' 14'25" 60.00 57.85 31.39 C7 8905435" 45.00 70.61 44.93 c8 GO -000-000,/ 5.50 5.7C* 3•/8 c9 GO °c o -o o A, 5.50 no 3. id - I z a W N CITY OF FON TA NA CA L IFO RN/A CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Prepared Under The Supervision Of . � o, OFAi PREPARED IN THE OFFICE OF o NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF �.0 �- q�F MADOLE AND A SSOCIA TES, INC. PR/ VA TE S T REE T /MPRO VEMEN T PLANS APPROVAL SHOWN HEREON AND CARRIED FORTH /N A �_ m DRAWN BY PARKS/DE WAY SCALE: o' L 3 No. 36637 c 760-A S ROCHESTER AVENUE MVA/CV AS SHOWN N D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE Exp: 06-30-06 ONTARIO, CA 91761 DESIGNED BY S TA. 28+09.67 O STA. 38+38.74 DA rE. c �\P HONE (909) 937-9151 GB TRA T 8 & 16875 FEB 2005 REVISIONS TO THE PLANS TO BR/NG THEM INTO qT i v � �- FOFCAL�F� S' Date 3i CHECKED BY AP OVE BY DRAWING NO. saft6 CONFORMANCE W/ TH CONDITIONS AND S TANDA RDS /N EFFECT. R E 7 366 EXP -3 -06 SCL �- ,W=00� 3933 13 WENDELL L. IWA TSURU G R. C� 51152 DATE J:\126-2005\streets\st06.dwo. 1/31/2006 10:31:27 AM. E