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HomeMy WebLinkAbout4091-6� SCALE. 7 » = 40 e ii.,1 ILI O290'± EX. 5' WIDE SIDEWALK TO BE REPLACED IN CONJUNCTION WITH THE CONSTRUCTION OF PARKWAY DRAIN PER STORM DRAIN PLAN SHEET 2 OF 6 G G G - N S i5-+-60 S —x-64-6 0 SQ — 4- – r 0 —� r4Z w Fid OP I—F I 13 --UP T— � om� QI + + ( EX. FIBER OPTIC EX. AC BERM Q) m CABLE EX. R/W ,a _ �---- "-' - -- '- -� – - — —_ tel• �IV11. �P 14 SEX. AC GB EXIST. u SEWER MAIN TRACT BNDRY &STREET CL. 14 r� 0 14 9F—/P Q G gT�OF m S �„f- ,. S 22+00— S _ S EX. WATER � S 8— S 1 0 OS \\ \\\\ \\\\\\\ \\ \ \ \\7\\N ` \ ""! y Aa q inn n \ \ \ rY n.L \\��r \ \ �T"4 �t .sw (�, \\ \ \ L✓\� ►•71.-1•(.L:.�R\ \\\\\\\\\\ .\ \\\\\\\. \\\\\\\ \\\\\\\\ \� \\\\\\\ \\\\\\\ \\ �— \ L�y"r'i/.t{ •+ti � ,STJ°. .v� n V/(] •. v^t , c,_ `�-" : r v' - • f c t' �' a� . Q . N o , 4tY .� •-�-' - �,,�' Y v t r YE'}Ye'+Sf!1. _ O TABLE THE BENCHMARK /S A T SOUTHWEST CORNER THE BEARING OF N 89'56'48" W ALONG "A" \\ •'-,•-si': �,_ i, .ate% CMC ..•.-M Cl I, ' W' _{ W W FIB— �y r i i � 54.95 — —__ Oq [90'0241 'l � o ? 4A CONSTRUCT CROSS GUTTER PER CITY ST PLAN NO. 104. W=10' m , Q Zi EX. AC BE :-Z N V N k m LINE OF SIGHT v W L=300 , 40MPH N \ � t ►a�, �• t?TI • 7 Il;f.�. /1 • .,L�u�„l.�l�;l tea • f �,�.. �f'S�'���.',1 90ADJUST MANHOLE TO GRADE PER CITY STD. NO. 109 t .�. .�Y @• i;� f;.11yf�•f;�1,�,�,fi;fl,f:Y;fi;, ��i.,�...�.�, 13 REMOVE EX. AC AND RECONSTRUCT 4.5" PAVEMENT ALONG SD LINE FEB. 2006 I TFOF AL\FO� a to CHECKED BY APP VED DRAWING NO. 6 CE Val EXP.`6- 0 08 LU \ ' O ' LO 4091 8 TY ENGIN R.C.E. 51152 DA T WENDELL L. IWATSURU ca LO N TRACT BNDRY. & PROP. R/W O290'± EX. 5' WIDE SIDEWALK TO BE REPLACED IN CONJUNCTION WITH THE CONSTRUCTION OF PARKWAY DRAIN PER STORM DRAIN PLAN SHEET 2 OF 6 G G G - N S i5-+-60 S —x-64-6 0 SQ — 4- – r 0 —� r4Z w Fid OP I—F I 13 --UP T— � om� QI + + ( EX. FIBER OPTIC EX. AC BERM Q) m CABLE EX. R/W ,a _ �---- "-' - -- '- -� – - — —_ tel• �IV11. �P 14 SEX. AC GB EXIST. u SEWER MAIN TRACT BNDRY &STREET CL. 14 r� 0 14 9F—/P Q G gT�OF m S �„f- ,. S 22+00— S _ S EX. WATER � S 8— S 1 0 OS \\ \\\\ \\\\\\\ \\ \ \ \\7\\N ` \ ""! y Aa q inn n \ \ \ rY n.L \\��r \ \ �T"4 �t .sw (�, \\ \ \ L✓\� ►•71.-1•(.L:.�R\ \\\\\\\\\\ .\ \\\\\\\. \\\\\\\ \\\\\\\\ \� \\\\\\\ \\\\\\\ \\ �— \ L�y"r'i/.t{ •+ti � ,STJ°. .v� n V/(] •. v^t , c,_ `�-" : r v' - • f c t' �' a� . Q . N o , 4tY .� •-�-' - �,,�' Y v t r YE'}Ye'+Sf!1. _ I I k'' \ � /I 'I BROOK LANE SHEET 2 O TABLE THE BENCHMARK /S A T SOUTHWEST CORNER THE BEARING OF N 89'56'48" W ALONG "A" DELTA CONS TRUC T/ON NOTES CMC ..•.-M Cl I, ' W' _{ W W 2O O3 CONSTRUCT 8” CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. SAWCUT / REMOVE EXISTING AC BERM @ EASTERLY SIDE OF OLEANDER AVE �y r i i � 54.95 t C3 1 [90'0241 'l � o ? 4A CONSTRUCT CROSS GUTTER PER CITY ST PLAN NO. 104. W=10' m , DRAWN BY.' J SCALE: I:I 3 Woo ;l . m fl N Z © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. � t ►a�, �• t?TI • 7 Il;f.�. /1 • .,L�u�„l.�l�;l tea • f �,�.. �f'S�'���.',1 90ADJUST MANHOLE TO GRADE PER CITY STD. NO. 109 t .�. .�Y @• i;� f;.11yf�•f;�1,�,�,fi;fl,f:Y;fi;, ��i.,�...�.�, 13 REMOVE EX. AC AND RECONSTRUCT 4.5" PAVEMENT ALONG SD LINE FEB. 2006 I TFOF AL\FO� a to CHECKED BY I I k'' \ � /I 'I BROOK LANE SHEET 2 DIG�LE.► T. TOLL FREE —800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE All , .LOT. O TABLE THE BENCHMARK /S A T SOUTHWEST CORNER THE BEARING OF N 89'56'48" W ALONG "A" DELTA CONS TRUC T/ON NOTES CMC Q Cl I, ' W' _{ W W 2O O3 CONSTRUCT 8” CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. SAWCUT / REMOVE EXISTING AC BERM @ EASTERLY SIDE OF OLEANDER AVE ' ►W7 J m .` 'a . 54.95 W C3 1 [90'0241 'l � o ? 4A CONSTRUCT CROSS GUTTER PER CITY ST PLAN NO. 104. W=10' m , DRAWN BY.' J SCALE: I:I 3 Woo ;l . m fl N Z © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. As SHOWN J V � 90ADJUST MANHOLE TO GRADE PER CITY STD. NO. 109 t 6 19 Q 13 REMOVE EX. AC AND RECONSTRUCT 4.5" PAVEMENT ALONG SD LINE DIG�LE.► T. TOLL FREE —800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE All , .LOT. CURVE TABLE THE BENCHMARK /S A T SOUTHWEST CORNER THE BEARING OF N 89'56'48" W ALONG "A" DELTA I A CMC JOIN EX. AC GB Cl I, ' W' _{ W 55.60 W C2 ' ►W7 J m .` 'a . 54.95 o C3 1 [90'0241 'l � o EX. FIBER OPTIC N CABLE °° 1 [35.03] m , DRAWN BY.' N SCALE: I:I 3 Woo ;l . m fl N Nmo cF/AA A C T NO 16 S3 AND 17460 As SHOWN �. 2 . OM 1078.02flORTH OF BASELINE AVE. 3 4 f 6 19 s�9 TO 825 4' S H F WALNUT STREET FEB. 2006 I TFOF AL\FO� a to CHECKED BY APP VED DRAWING NO. 14 GRIND & CONSTRUCT 0.1 ' MINIMUM AC OVERLAY PER DETAIL HEREON 16 CONSTRUCT 4.5" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 957. (SEE GENERAL NOTES 31 & 32). 17 ADJUST GATE VALVE TO GRADE PER CITY STD. NO. 130 18 CONSTRUCT 8" AC DIKE PER DETAIL 1ON SHEET 1 19 INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 117) SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN 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 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. W V O INTERIM AC BERM ULTIMATE CURB RETURN I-zWv VL"W �a o I`Q- I- o ��Z Q ^� O N WWF N > L^ EX. AC BERM RECORD DRAWIN THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH AHAVE BEEN INCORPORATED INTO THE DOCUMENTS AS 2 A RESULT THEREOF. CL STREET zi N , N W EX. AC BERM• j z rULTIMATE C&G W 19+25.00 Z JOIN EX. AC BERM j 19+44.96 BCR INTERIM OLEANDER IN R/W ULTIMATE R/W A -RAI 2-0-052-30 10+57.04 ECR INTERIM 10+57.04 ECR ULTIMAT TRACT BNDRY. A VE. C 1/ INTERIM AC BERM 94'24'30'; R=33.74' L=55.60', T=36.44' C3/ LTIMATE C&G 90'0 41 , R=35.00 L=5 .01, T=35.03' Z O m BENCH MARK: BASIS OF BEAR/NGS: CURVE TABLE THE BENCHMARK /S A T SOUTHWEST CORNER THE BEARING OF N 89'56'48" W ALONG CURVE DELTA RADIUS CMC TANGENT Cl 94'24'30" 33.74 55.60 36.44 C2 89,57'19" 35.00 54.95 34.97 C3 1 [90'0241 'l 35.00 1 [55.01] 1 [35.03] � DRAWN BY.' OLEANDER AVENUE SCALE: MAD O L E 760 -AS. ROCHESTER AVE. c N 11.1 No. 36637 ONTARIO, CA 91761 cF/AA A C T NO 16 S3 AND 17460 As SHOWN �. 909.937.9151 Exp: 06-30-08 Engineering Communities for Life www.madoleinc.com . OM 1078.02flORTH OF BASELINE AVE. Q� DESIGNED • B -Y.- DA 7F- s�9 TO 825 4' S H F WALNUT STREET FEB. 2006 I TFOF AL\FO� a to SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN 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 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. W V O INTERIM AC BERM ULTIMATE CURB RETURN I-zWv VL"W �a o I`Q- I- o ��Z Q ^� O N WWF N > L^ EX. AC BERM RECORD DRAWIN THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH AHAVE BEEN INCORPORATED INTO THE DOCUMENTS AS 2 A RESULT THEREOF. CL STREET zi N , N W EX. AC BERM• j z rULTIMATE C&G W 19+25.00 Z JOIN EX. AC BERM j 19+44.96 BCR INTERIM OLEANDER IN R/W ULTIMATE R/W A -RAI 2-0-052-30 10+57.04 ECR INTERIM 10+57.04 ECR ULTIMAT TRACT BNDRY. A VE. C 1/ INTERIM AC BERM 94'24'30'; R=33.74' L=55.60', T=36.44' C3/ LTIMATE C&G 90'0 41 , R=35.00 L=5 .01, T=35.03' Z O m BENCH MARK: BASIS OF BEAR/NGS: CURVE TABLE THE BENCHMARK /S A T SOUTHWEST CORNER THE BEARING OF N 89'56'48" W ALONG CURVE DELTA RADIUS LENGTH TANGENT Cl 94'24'30" 33.74 55.60 36.44 C2 89,57'19" 35.00 54.95 34.97 C3 1 [90'0241 'l 35.00 1 [55.01] 1 [35.03] SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN 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 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. W V O INTERIM AC BERM ULTIMATE CURB RETURN I-zWv VL"W �a o I`Q- I- o ��Z Q ^� O N WWF N > L^ EX. AC BERM RECORD DRAWIN THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH AHAVE BEEN INCORPORATED INTO THE DOCUMENTS AS 2 A RESULT THEREOF. CL STREET zi N , N W EX. AC BERM• j z rULTIMATE C&G W 19+25.00 Z JOIN EX. AC BERM j 19+44.96 BCR INTERIM OLEANDER IN R/W ULTIMATE R/W A -RAI 2-0-052-30 10+57.04 ECR INTERIM 10+57.04 ECR ULTIMAT TRACT BNDRY. A VE. C 1/ INTERIM AC BERM 94'24'30'; R=33.74' L=55.60', T=36.44' C3/ LTIMATE C&G 90'0 41 , R=35.00 L=5 .01, T=35.03' Z O m BENCH MARK: BASIS OF BEAR/NGS: INTER/M/ UL T/MA TE CURB RETURN �D THE BENCHMARK /S A T SOUTHWEST CORNER THE BEARING OF N 89'56'48" W ALONG e' OF WALNUT & SIERRA AVENUES, 32 FEET SOUTH OF WALNUT AVENUE, 42 FEET WEST THE CENTERLINE OF BASELINE AVENUE LA YOUT OF SIERRA AVENUE, DR/VE P/N /N AS SHOWN ON PM NO. 1588, P.M.B. 17/95, SCALE.l--20' °P#144113E 70-63 FACES INTERSECTION. WAS USED AS THE BASIS OF BEAR/NGS Q ELEVA TION: # 1470.7550 FOR THIS MAP. Prepared Under The Supervision Of : C/ T Y OF FON TA NA, CALIFORNIA L W S T REE T /MPR O VEMEN T PLANS � DRAWN BY.' OLEANDER AVENUE SCALE: MAD O L E 760 -AS. ROCHESTER AVE. c N 11.1 No. 36637 ONTARIO, CA 91761 cF/AA A C T NO 16 S3 AND 17460 As SHOWN �. 909.937.9151 Exp: 06-30-08 Engineering Communities for Life www.madoleinc.com . OM 1078.02flORTH OF BASELINE AVE. Q� DESIGNED • B -Y.- DA 7F- s�9 TO 825 4' S H F WALNUT STREET FEB. 2006 I TFOF AL\FO� a to CHECKED BY APP VED DRAWING NO. 6 CE Val EXP.`6- 0 08 LP \ ' O ' LO 4091 8 TY ENGIN R.C.E. 51152 DA T WENDELL L. IWATSURU _- J:\652-1942\streets\st06.dwa. 9/14/2006 4:53:39 PM. Comek