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HomeMy WebLinkAbout3754-2LYTLE CREEK RD. PER D ISG® NO. 3668 0 C3 :z (C14 Olt CL IN T. 2 z 10+00.00 TOS NA LANA =235+ 10. JJ Q) LYT LE CREEK D. SCANA LANE CL INT 1J+J73O TOSCANA LANE =11x-62.58 SAN MARINO 141AY wil w ._ RIA CA TCH BASIN "'K- 1 " LOCAL DEPRESSION (CASE B) ... .. ....... REWSION DESCRIP T70N 22; 100' M WD R/W o-- a6 C5 CONSTRUCTION NOTES 51 ca �t CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- COMPACTED (3i -I- � Q) N —'-0 QIJ I— (:s NATIVE MATERIAL. (SEE GENERAL NOTES JI & 32). (Z::; 13) 00 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY SID. PLAN NO, lOOJ, �2 12) c2 22 —z) 12 2. '2 co 'Cl kp CONSTRUCT 8" CF TO 6" CF TRANSITION P.C.C. CURB PER CITY SID. PLAN NO. 1003. R too cw6p. , �tl + '`k 0 CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO, 104. (MODIFIED "W`8� N, — 1� 1-11, - CONSTRUCT CURB RETURN ACCESS RAMP PER CITY SID. PLAN NO, 1006. 51 CC7 ............ G22 '7 N CONSTRUCT 4" P.C.C. SIDEWALK PER CITY SID PLAN NO. 1015. 52' CONSTRUCT DRIVEWAY APPROACH PER CITY SID. PLAN NO. 103. -- ----- Kv 21 "W" PER PLAN. 6o 11+00 W2+00 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. SID. PLAN 51J-1 AND DETAIL CL INT. N 48'11 '09 Q; C2 C21 j Zt Li I ON SHEET 10. 10+00.00 VIENNA LANE ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY =12+54.J7 CAMPANIA WAY 2 iaa STD. NOS, 109 & 130. 10 u- INSFALL STREET NAME SIGN PER CITY SID. NO. I39. ...... .....m._. 11 INSTALL STREET LIGHT, KING LUMINAIRE # Kl 18E—EAR— 11 — 100 (MOG)—HPS— 120— X K14—PR—HSS—TSS—SCE (HEIGHT=14.5' 5 CONSTRUCT STAMPED ENHANCED AC 'ASHLANSLATE" COLOR: "SLATE" AND PROP. t�- Cj� L STAMPED AC BRICK BAND COLOR" TERRA COTTA" 13 CONSTRUCT 6" PCC CURB ONLY PER CITY SID. NO. 1003. 153 14 SAWCUT AND REMOVE EXIST A.C. BERM & 2' WIDE A.C. AND JOIN PROPOSED, Q) cz, 5 C) Q5 Lr) 16 N INSTALL TEMPORARY BARRICADE (TO REMAIN UNTIL EDISON ST WILL BE CONSTRUCTED.) Ldc�o N L -Q �2 5 \IN- 1�f u oc Qs CQ NCO 5' �s CQ u Q) Lo 1-a 0) Q) Lo Q) 5 6 6 51 6 4 5 --j 6) R •�o Lo N Q:) �O ,� (0 ' q- Ln CQ cp� N n —7 �o I zs LQ 0) CATCH BASIN 99K-2 99 LOCAL DEPRESSION (CASE B) SCALE: 1 " = 10' BENCH MARK: BASIS OF BEARINGS: BRASS CAP IN THE CONCRETE` BASE OF THE BRG. N08959'310E CATCH BASIN "K -J" THE'SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE T 172 Mf QST AS SHOWN ON 7R. NO. LOCAL DEPRESSION (CASE --g) OF SAN 5EVAINE RD., 2.6343 NORTH OF � W WEST 16427-9 M.B. 296117-11. OF SIERRA AVE. SCALE: 1 10' ELEVATION. PREPARED IN THE OFFICE OF 6.92 APPROVAL SHOWN HEREON AND CARRIED FORTH IN A No. 62183 J5, 00 760-A S. ROCHESTER AVENUE OWN ONTARIO, CA PHONE (909) 91761 937-9151 404444 REVISIONS TO THE PLANS TO BRING THEM INTO 40'45'27" C L-�LL�- 180,00,00" 6.00 Alt 180,00,00 6100 90,00,00 r rr1 4712 9r rr rr r rr4712 111 II I DRA KqNG NO. 180,00,00"rr kC—E 62M3 90,00,000 6 180'00'00 • 152 Or 1 TE 27'15'58" 11 II I 180'00'00 "rr SCANA LANE CL INT 1J+J73O TOSCANA LANE =11x-62.58 SAN MARINO 141AY wil w ._ RIA CA TCH BASIN "'K- 1 " LOCAL DEPRESSION (CASE B) ... .. ....... REWSION DESCRIP T70N 22; 100' M WD R/W o-- a6 C5 CONSTRUCTION NOTES 51 ca �t CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12- COMPACTED (3i -I- � Q) N —'-0 QIJ I— (:s NATIVE MATERIAL. (SEE GENERAL NOTES JI & 32). (Z::; 13) 00 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY SID. PLAN NO, lOOJ, �2 12) c2 22 —z) 12 2. '2 co 'Cl kp CONSTRUCT 8" CF TO 6" CF TRANSITION P.C.C. CURB PER CITY SID. PLAN NO. 1003. R too cw6p. , �tl + '`k 0 CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO, 104. (MODIFIED "W`8� N, — 1� 1-11, - CONSTRUCT CURB RETURN ACCESS RAMP PER CITY SID. PLAN NO, 1006. 51 CC7 ............ G22 '7 N CONSTRUCT 4" P.C.C. SIDEWALK PER CITY SID PLAN NO. 1015. 52' CONSTRUCT DRIVEWAY APPROACH PER CITY SID. PLAN NO. 103. -- ----- Kv 21 "W" PER PLAN. 6o 11+00 W2+00 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. SID. PLAN 51J-1 AND DETAIL CL INT. N 48'11 '09 Q; C2 C21 j Zt Li I ON SHEET 10. 10+00.00 VIENNA LANE ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY =12+54.J7 CAMPANIA WAY 2 iaa STD. NOS, 109 & 130. 10 u- INSFALL STREET NAME SIGN PER CITY SID. NO. I39. ...... .....m._. 11 INSTALL STREET LIGHT, KING LUMINAIRE # Kl 18E—EAR— 11 — 100 (MOG)—HPS— 120— X K14—PR—HSS—TSS—SCE (HEIGHT=14.5' 5 CONSTRUCT STAMPED ENHANCED AC 'ASHLANSLATE" COLOR: "SLATE" AND PROP. t�- Cj� L STAMPED AC BRICK BAND COLOR" TERRA COTTA" 13 CONSTRUCT 6" PCC CURB ONLY PER CITY SID. NO. 1003. 153 14 SAWCUT AND REMOVE EXIST A.C. BERM & 2' WIDE A.C. AND JOIN PROPOSED, Q) cz, 5 C) Q5 Lr) 16 N INSTALL TEMPORARY BARRICADE (TO REMAIN UNTIL EDISON ST WILL BE CONSTRUCTED.) Ldc�o N L -Q �2 5 \IN- 1�f u oc Qs CQ NCO 5' �s CQ u Q) Lo 1-a 0) Q) Lo Q) 5 6 6 51 6 4 5 --j 6) R •�o Lo N Q:) �O ,� (0 ' q- Ln CQ cp� N n —7 �o I zs LQ 0) CATCH BASIN 99K-2 99 LOCAL DEPRESSION (CASE B) SCALE: 1 " = 10' BENCH MARK: BASIS OF BEARINGS: BRASS CAP IN THE CONCRETE` BASE OF THE BRG. N08959'310E CATCH BASIN "K -J" THE'SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE T 172 Mf QST AS SHOWN ON 7R. NO. LOCAL DEPRESSION (CASE --g) OF SAN 5EVAINE RD., 2.6343 NORTH OF � W WEST 16427-9 M.B. 296117-11. OF SIERRA AVE. SCALE: 1 10' ELEVATION. J:\126-2004\streets\st02.dwa. 5/19/2005 12:27:33 PM, Gerfv. Gerry PREPARED IN THE OFFICE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A No. 62183 760-A S. ROCHESTER AVENUE OWN ONTARIO, CA PHONE (909) 91761 937-9151 REVISIONS TO THE PLANS TO BRING THEM INTO C L-�LL�- Alt SEPT 2004 DRA KqNG NO. CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.� kC—E 62M3 EXP. 9-30-05 6 3754 152 Or 1 TE J:\126-2004\streets\st02.dwa. 5/19/2005 12:27:33 PM, Gerfv. Gerry