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HomeMy WebLinkAbout4232-30 Q SIERRA L A KES PA RK WA Y TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SCALE IN FEET FAND NSTRUCTION SHALL COMMENCE NORTH OF THE EXIST. R/W RRA LAKES PARKWAY (APN 226-134-06 & 0226-132-06) SCALE. 1 " = 40' 80 20 160EST OF THE EXIST. R/W ON AVE. (APN 0226-133-02) AFTER THEIR RESPECTIVE R/W DEDICATIONS HAVE RECORDED. SIERRA LAKES PARKWA Y r - SEE LEFT BEECH A VENUE VVI (EXIST. IMPROV.) SEE DWG. No. 3033 SH T. 3 OF 14 C17 DELTA = N8932'50"E R = 65.00' L = 25.66' T = 13.00' V CURVE TABLE LINE BEARING CURVE DELTA PADIUS LENGTH TANGENT Cl 2.19'35" 2360.00 W-17 47.92 C2 5'36'03" 357.80 34.98 17.50 C3 6'34'19" 357.89 41.05 20.55 C4 J 2449.00 lVJ J /. �m �. m p 2.00 �o a0 V ^� V) hN `N °p f o� - - (-k:Z� .�ooCC h j `-�^ ^U 4' 19'03" qjo of o Ul) to� 924'04" 205.00 33.64 16.86 C9 0'4059" 2407.00 28.69 SIERRA L A KES PA RK WA Y TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SCALE IN FEET FAND NSTRUCTION SHALL COMMENCE NORTH OF THE EXIST. R/W RRA LAKES PARKWAY (APN 226-134-06 & 0226-132-06) SCALE. 1 " = 40' 80 20 160EST OF THE EXIST. R/W ON AVE. (APN 0226-133-02) AFTER THEIR RESPECTIVE R/W DEDICATIONS HAVE RECORDED. SIERRA LAKES PARKWA Y r - SEE LEFT BEECH A VENUE VVI (EXIST. IMPROV.) SEE DWG. No. 3033 SH T. 3 OF 14 C17 DELTA = N8932'50"E R = 65.00' L = 25.66' T = 13.00' V CURVE TABLE LINE BEARING CURVE DELTA PADIUS LENGTH TANGENT Cl 2.19'35" 2360.00 95.83 47.92 C2 5'36'03" 357.80 34.98 17.50 C3 6'34'19" 357.89 41.05 20.55 C4 2'10'08" 2449.00 92.70 46.36 C5 180'00'00" 2.00 6.28 INFINITE C6 3'30'34 " 2397.00 146.82 73.43 C7 4' 19'03" 2393.00 180.33 90.21 C8 924'04" 205.00 33.64 16.86 C9 0'4059" 2407.00 28.69 14.35 C l0 8'51 '58" 205.00 31.72 15.89 Cil 11:38'53" 205.00 41.68 20.91 C12 2'09'40" 2393.00 90.26 45.14 C 13 0'39'59" 2397.00 27.87 13.94 C14 13'48'09 " 205.00 49.38 24.81 C15 3'30'13" 2400.00 146.76 73.40 C16 4' 19'01 " 2400.00 180.83 90.46 SIERRA L A KES PA RK WA Y TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SCALE IN FEET FAND NSTRUCTION SHALL COMMENCE NORTH OF THE EXIST. R/W RRA LAKES PARKWAY (APN 226-134-06 & 0226-132-06) SCALE. 1 " = 40' 80 20 160EST OF THE EXIST. R/W ON AVE. (APN 0226-133-02) AFTER THEIR RESPECTIVE R/W DEDICATIONS HAVE RECORDED. SIERRA LAKES PARKWA Y r - SEE LEFT BEECH A VENUE VVI (EXIST. IMPROV.) SEE DWG. No. 3033 SH T. 3 OF 14 C17 DELTA = N8932'50"E R = 65.00' L = 25.66' T = 13.00' V CONSTRUCTION NOTES (3 -CONSTRUCT 6 1/2" AC ON 12" COMPACTED NATIVE SOIL (959 COMPACTION) PER SOILS REPORT RECOMMENDATION. O2 - CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN NO. 1000. 3o- CONSTRUCT 8" CURB ONLY PER CITY STD. PLAN NO. 1000. (4) -CONSTRUCT 4- THICK P.C.C. SIDEWALK PER CITY S7D. PLAN NO. 1006. REV REVISION DESCRlP770N DATA I ENGR. CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COM!VENCE W/TH/N TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO Atvlwr_ 6,4 7N r-7--vto CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. r \ U-BtECH AVENUE \ - - ERRA ICES PARKWAY , CONSTRUCTION NOTES (CONTINUE) SAWCUT/ REMOVE EXISTING PAVEMENT G> -ADJUST MANHOLE RIM TO GRADE PER CITY STD. PLAN NO. 2000. 10 ADJUST GATE VALVE TO GRADE PER CITY STD. PLAN NO. 6000. QCONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. 13 CONSTRUCT BUS BAY PER CITY STD. PLAN NO. 1005. 14 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. BENCH MAS' BK 4016,4806 SB&.CO. BASIS OF BEARINGS INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD. PLAN NO. 404(SCE 110) ON TIE ft�o CHSaM '+0 ATTSOUTH � aa� THE �� A�,� SWW ply 19 INSTALL IRRIGATION SLEEVES, 1-6" & 1-4" SCHEDULE 40 P.V.C. OF FLOOD OAW/iQ& IEi1MU ON RE EAST RECORD OF SURVEY flim N Boar III PAGES SIDE OF BEECH AMOW 900'.* ACM OF 99-106, W THE !xn' OF FOWAAK COLAITY OF �- GRIND EXIST. AC PAVEMENT AS REQUIRED. SOUIN hlGh[AW AMME SAN BERANR OAQ, STATE OF C4LFVRM 1 WS ELEVATION: j1473.52' GSM AS THE SW OF bIE40M ©-CONSTRUCT VARIABLE THICKNESS AC PAVEMENT OVERLAY 0.12 MIN. Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS O s (ttmADOLE1455 AUTO CENTER DRIVEm oRANN Br.• SIERRA LAKES PARKWAY SCAL SUITE 200 E' 3 No. 36637 c X : ONTARIO, CA 91761 DM/DJ FROM 103'+/- EAST OF PEAK WAY TO BEECH AVE. AS SHOWN 909.937.9151 BEEC A VENUE Exp: 06-30-08 DESIGNED BY: DA TE: � � Comm Communities for Life www.madoleinc.co EFOM STA. 167+57.711 TO STA. 169+67.72 OCTOBER, 2006 '9T C I V t �- F�FCAL�E�4t Date CHECKED BY RC 3663 EXP. 6 30-08 EF ,% IVl WENDELL L. IWATSURU I O` DRA NTNG NO. 4232 3 5 �w J:1714-1906\streets\st03.dwa. 7/17/2007 10:21:04 AM. CGV LINE TABLE LINE BEARING LENGTH L 1 N89'32'50 "E 5.73 L2 N8339'20 "E 25.38 L3 I N8932'50"E I 5.73 L4 I N81-4244 -W 1 64.51 CONSTRUCTION NOTES (3 -CONSTRUCT 6 1/2" AC ON 12" COMPACTED NATIVE SOIL (959 COMPACTION) PER SOILS REPORT RECOMMENDATION. O2 - CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN NO. 1000. 3o- CONSTRUCT 8" CURB ONLY PER CITY STD. PLAN NO. 1000. (4) -CONSTRUCT 4- THICK P.C.C. SIDEWALK PER CITY S7D. PLAN NO. 1006. REV REVISION DESCRlP770N DATA I ENGR. CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COM!VENCE W/TH/N TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO Atvlwr_ 6,4 7N r-7--vto CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. r \ U-BtECH AVENUE \ - - ERRA ICES PARKWAY , CONSTRUCTION NOTES (CONTINUE) SAWCUT/ REMOVE EXISTING PAVEMENT G> -ADJUST MANHOLE RIM TO GRADE PER CITY STD. PLAN NO. 2000. 10 ADJUST GATE VALVE TO GRADE PER CITY STD. PLAN NO. 6000. QCONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. 13 CONSTRUCT BUS BAY PER CITY STD. PLAN NO. 1005. 14 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. BENCH MAS' BK 4016,4806 SB&.CO. BASIS OF BEARINGS INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD. PLAN NO. 404(SCE 110) ON TIE ft�o CHSaM '+0 ATTSOUTH � aa� THE �� A�,� SWW ply 19 INSTALL IRRIGATION SLEEVES, 1-6" & 1-4" SCHEDULE 40 P.V.C. OF FLOOD OAW/iQ& IEi1MU ON RE EAST RECORD OF SURVEY flim N Boar III PAGES SIDE OF BEECH AMOW 900'.* ACM OF 99-106, W THE !xn' OF FOWAAK COLAITY OF �- GRIND EXIST. AC PAVEMENT AS REQUIRED. SOUIN hlGh[AW AMME SAN BERANR OAQ, STATE OF C4LFVRM 1 WS ELEVATION: j1473.52' GSM AS THE SW OF bIE40M ©-CONSTRUCT VARIABLE THICKNESS AC PAVEMENT OVERLAY 0.12 MIN. Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS O s (ttmADOLE1455 AUTO CENTER DRIVEm oRANN Br.• SIERRA LAKES PARKWAY SCAL SUITE 200 E' 3 No. 36637 c X : ONTARIO, CA 91761 DM/DJ FROM 103'+/- EAST OF PEAK WAY TO BEECH AVE. AS SHOWN 909.937.9151 BEEC A VENUE Exp: 06-30-08 DESIGNED BY: DA TE: � � Comm Communities for Life www.madoleinc.co EFOM STA. 167+57.711 TO STA. 169+67.72 OCTOBER, 2006 '9T C I V t �- F�FCAL�E�4t Date CHECKED BY RC 3663 EXP. 6 30-08 EF ,% IVl WENDELL L. IWATSURU I O` DRA NTNG NO. 4232 3 5 �w J:1714-1906\streets\st03.dwa. 7/17/2007 10:21:04 AM. CGV