Loading...
HomeMy WebLinkAbout1301-1Cv z5 2= 38i o =253044-'2.4" L= 168,29' ►O T- W. 67' L /V ib(P l� DAN Co �i 86 s� 20 8� 6 C=5 R=(S2' a= Z 052 . t2" T= •G7, L= 39,90, 3 2 / 11 I 12 I 15 I 14- I 15 I 1 ro 'v N•� 30' 3p' S. rzA 12• 1b, r ' IZ' ComsTtZVCT i Ohl WdTES 0.5' 4' 7.5 S' 10' Id S' 7.5 4 0.5 1 copar S "CUIZS d c.Lmm L PE12. CCTV s t , ► o I . 2�.--- 0DWS r 4"P. c c. S 10SWALK FErZ_ -rYP1 CA _ SECT10N 3 COMST 0.2-! A • C • PAVE/AG1Xr. szo ZDLINII�_i_ u* 4Q— CONSZ . H ANDI CAP (WAP PQZ CIT-( S7M. 1 O 4 A - 0'1' P �GONISC:MOSS GUTTER PER CITY 5TD, 1O4-. LEVEE- O /11 P o-- Co�r a CUTz$ 4 G UTTEcz PEAL C_rry STD 10 1. CONST . VA2 t A5LE_= -N I CKN ES S A . C - WatLAY ro 0.21 y 1 TY PI CAL SEC." IOW s • , AM40t. STMFLET g:rS . curz$ z: 20 A=.5&00 . 00 T= W -CO, L=31.4Z' At >, A, i �C'.� (?S% ,n < ♦ � 8s • 8 &R. �s 3031E4F.t'.1184" W 'F�.118,4.10, C, 6 C11 �C' ^ CutZB 1Z=132 F �v - T:29•�7" CL Z81Z=168' T=20.00' &=22°53'34" L= 31.4-2' -L= G7, 15, curt$ R=132' T= 30.37' v x � 18 ESTV1V4TE OF Q��TITI�S • S2•?A L. F. A S. F N – S. F. 2,0 2 76 G' 1)01 8.4-2 L.F. / 11 I 12 I 15 I 14- I 15 I 1 ro 'v N•� 30' 3p' S. rzA 12• 1b, r ' IZ' ComsTtZVCT i Ohl WdTES 0.5' 4' 7.5 S' 10' Id S' 7.5 4 0.5 1 copar S "CUIZS d c.Lmm L PE12. CCTV s t , ► o I . 2�.--- 0DWS r 4"P. c c. S 10SWALK FErZ_ -rYP1 CA _ SECT10N 3 COMST 0.2-! A • C • PAVE/AG1Xr. szo ZDLINII�_i_ u* 4Q— CONSZ . H ANDI CAP (WAP PQZ CIT-( S7M. 1 O 4 A - 0'1' P �GONISC:MOSS GUTTER PER CITY 5TD, 1O4-. LEVEE- O /11 P o-- Co�r a CUTz$ 4 G UTTEcz PEAL C_rry STD 10 1. CONST . VA2 t A5LE_= -N I CKN ES S A . C - WatLAY ro 0.21 y 1 TY PI CAL SEC." IOW s • , AM40t. STMFLET g:rS . curz$ z: 20 A=.5&00 . 00 T= W -CO, L=31.4Z' At >, A, i �C'.� (?S% ,n < ♦ � 8s • 8 &R. �s 3031E4F.t'.1184" W 'F�.118,4.10, C, 6 C11 �C' ^ CutZB 1Z=132 F �v L= 52,74-' eu¢B fL =20 �UtZVE-DATA T=20.00' QU L= 31.4-2' L=31.42' Ai T= 30.37' v 17 18 ESTV1V4TE OF Q��TITI�S • 25 4'.15 L. F. 5 5,000,0 S. F 2 I, 2 o 8. o S. F. 2,0 EA. 482•.68 5F• 1)01 8.4-2 L.F. .4,538.0 S.F. 52' 1 . W-1 /I SCALE I - 40 NU) W CURB\(L=24' Q � 0. T = 2o• Co' W. . tp N' QU L=31.42' Ai 000'b v go All o w � o D�rA111AG•E e 0 0 0 •t 1 o �? o—li J CUM5 f-= 2�0, L=31.4:2: •tw`4 ScALE I 4-o , CURB\(L=24' �CG,vX\OL T = 2o• Co' W. . tp N' L=31.42' Ai 000'b di w 'dry x. o ,�. >ANr-- - C -C- Ant= To Acr-F-PT D�rA111AG•E n •32 �? A D o �? o—li J CUM5 f-= 2�0, L=31.4:2: •tw`4 ScALE I 4-o , 5:1 TAPEt-L PAyE G / '- 2 -- N 4- '4� •� - 7-=1 4 ,L l �.:ITAPeTL 0(1 oke -- �I Q• C. Qom' III II11� CEMERAL NS� t3E,1C9 l/\A•rL1L o #61.4 E LEE ° = 1152.5 3 TOP FH . &_ N V. COTE. CAT, \\\,l� AVE . A l ac> 1-1AW-THOMME AVE . 1. ALL WofLK SHALL 5E DOME 1N ACCc ZDAANCE WI -04 'THESE PLANS AMD Tl -}E CITY OF FOKTANA, PUE)LI C \�/OfZ.1C5 oEpArL /AEt iT, C l Til S'TD • SPECS - DA-TFS.� 1 7 9, 2•A CONSTMOCT(OW PEIZ/Al-r SHALL- BE 0eFrA11QE17 FW/A, -THE CITY OF FONTAKA P015UC WOM)::=S DE- PXZT/AG9 r FrZIO L "Tb BEG NMINo OF,4(,.lY CoNSTMucmoNl . _ 3-ADE-6X)AT- E STAKES 59ALL" BE SET 15"Y THE ENG1NE_=TZ_ 'Z ENA5LJ_= -HE Cotg11ZAC7(3>z To (ZNS1TLUCT TNS TO THE PL40,14 GrZAVES 4,cC9T 2ACCT0f Z_ SHALL FSE 92SPbti451 E5L E To nEt� \/Ef7-ti5Y DEPTH 1 Lo cAmON AND IZE50W-r10&10 F EMS W-- UNDErLG(Z0090 U71 LITI ES At -.10/01Z 0E STTLUCTI OWS - 5.o3bATrZACTom SkAu Pwhr),_:- CITY Wk-TH 6. AS BU)LT" PL.AtJIS (,ExtSTING 1AANHoLe5 SKALL. I3E RAISED 13Y THE PA ING C0WTfZAC.T0IZ/ Ta FINISH GTLADE . 7, ALL. UTILITY C0IAP4NIE5 Tb 5E GIVEAd 4-5 AaXZS NO-nCE Pr O(Z- TO \,\J0MV_1MG ArZ0Ut io TAOM FAG L ITt1~S . S.ALL GCZADING 514ALL E5e 0.IQE� IN ACMMDANC , WITH CHAP 70 L1.5,C./LA7EST EDITI0K,ANr_> THE FRF_LI/AIAIAfZY SOILS V_F_P0C-r--C, �v .civ 32 32 l 2' 20 2O" 112 o•So 4' 7.5' g' 12.' ' EXIST. a svj.AY- Tib FR AnNitoc_ [{ _ S6G'I2oN LINE Z•� t asT. � I 3 T.IAPS• ' y a21 `- SAWCUT" - TNPlCAL SEC"t'IOhJ CATAW 15A AVEWV E M -.r . E. tt,/,C\/ 9l/IANHaLE I=I�A•1l�ES AMD COVEiLS SHALL 5E C1oKSiTC_UCfEt7 fo SEL JQ\ n-( Z>=vQVETL CAM rrtACTtxZ_ANp S14ALL l3E RAISED- TO Grl� $Y THE PAVINv COWMAc70Z AF t ErL CMAPLEMON aF FAVN(G , Cl-rw*Y FFom-rAmA,ALS rA OC Fa�z.N v i ci Mi -TY /AAP NTS. UE5L1 C �V01ZK.5UEPAo*TZ-T/AE-W—r 0r&4XvM 13Y: 5 rREE-T I/APQ0VE../AE I`1T5 SCALE : - LOCKVIIOOD ENGINEERING t�owz•-�-1"=�' Contractor agrees that he shall 'assume sole and complete responsibility for job,' �A,I3 •AAAfl1�tD rAZC••r N O f 3�'?J'� vEiZr 4' site conditions during the course of construction of this Project, including safety of all., & SURVEYING COMPANY, I N C. persons and property; that this requirement shall apply continuously and not be lim- i 1�EStGNE� i3Y: CAT,ow5A AVEUU�, 0i°TE ited to normal working hours; and that the Contractor shall defend, indemnify and 380 W. FOOTHILL BLVD. /rt•e ATNOL S7 ZJEET 12 hold the Owner and the Engineer harmless from any and all liability, real or: alleged, RIALTO, CALI ORr�l1A rj cHEC:IrEC� eY ASC 8Y: DZ. MC). A in connection with the performance of work on this Project, .excepting four.liability .! I arising from the sole negligence of the Owner or the Engineer. - - _ _ c` ��o��� -T .r r30 1 /2 _-i2 $ `,� SJ F-.0 CITY ENGINEER_t IZ.C.E. 18932 DATE �CG,vX\OL W. . tp N' Ai 000'b di c• �`� � ti� o ,�. >ANr-- - C -C- Ant= To Acr-F-PT D�rA111AG•E n 5:1 TAPEt-L PAyE G / '- 2 -- N 4- '4� •� - 7-=1 4 ,L l �.:ITAPeTL 0(1 oke -- �I Q• C. Qom' III II11� CEMERAL NS� t3E,1C9 l/\A•rL1L o #61.4 E LEE ° = 1152.5 3 TOP FH . &_ N V. COTE. CAT, \\\,l� AVE . A l ac> 1-1AW-THOMME AVE . 1. ALL WofLK SHALL 5E DOME 1N ACCc ZDAANCE WI -04 'THESE PLANS AMD Tl -}E CITY OF FOKTANA, PUE)LI C \�/OfZ.1C5 oEpArL /AEt iT, C l Til S'TD • SPECS - DA-TFS.� 1 7 9, 2•A CONSTMOCT(OW PEIZ/Al-r SHALL- BE 0eFrA11QE17 FW/A, -THE CITY OF FONTAKA P015UC WOM)::=S DE- PXZT/AG9 r FrZIO L "Tb BEG NMINo OF,4(,.lY CoNSTMucmoNl . _ 3-ADE-6X)AT- E STAKES 59ALL" BE SET 15"Y THE ENG1NE_=TZ_ 'Z ENA5LJ_= -HE Cotg11ZAC7(3>z To (ZNS1TLUCT TNS TO THE PL40,14 GrZAVES 4,cC9T 2ACCT0f Z_ SHALL FSE 92SPbti451 E5L E To nEt� \/Ef7-ti5Y DEPTH 1 Lo cAmON AND IZE50W-r10&10 F EMS W-- UNDErLG(Z0090 U71 LITI ES At -.10/01Z 0E STTLUCTI OWS - 5.o3bATrZACTom SkAu Pwhr),_:- CITY Wk-TH 6. AS BU)LT" PL.AtJIS (,ExtSTING 1AANHoLe5 SKALL. I3E RAISED 13Y THE PA ING C0WTfZAC.T0IZ/ Ta FINISH GTLADE . 7, ALL. UTILITY C0IAP4NIE5 Tb 5E GIVEAd 4-5 AaXZS NO-nCE Pr O(Z- TO \,\J0MV_1MG ArZ0Ut io TAOM FAG L ITt1~S . S.ALL GCZADING 514ALL E5e 0.IQE� IN ACMMDANC , WITH CHAP 70 L1.5,C./LA7EST EDITI0K,ANr_> THE FRF_LI/AIAIAfZY SOILS V_F_P0C-r--C, �v .civ 32 32 l 2' 20 2O" 112 o•So 4' 7.5' g' 12.' ' EXIST. a svj.AY- Tib FR AnNitoc_ [{ _ S6G'I2oN LINE Z•� t asT. � I 3 T.IAPS• ' y a21 `- SAWCUT" - TNPlCAL SEC"t'IOhJ CATAW 15A AVEWV E M -.r . E. tt,/,C\/ 9l/IANHaLE I=I�A•1l�ES AMD COVEiLS SHALL 5E C1oKSiTC_UCfEt7 fo SEL JQ\ n-( Z>=vQVETL CAM rrtACTtxZ_ANp S14ALL l3E RAISED- TO Grl� $Y THE PAVINv COWMAc70Z AF t ErL CMAPLEMON aF FAVN(G , Cl-rw*Y FFom-rAmA,ALS rA OC Fa�z.N v i ci Mi -TY /AAP NTS. UE5L1 C �V01ZK.5UEPAo*TZ-T/AE-W—r 0r&4XvM 13Y: 5 rREE-T I/APQ0VE../AE I`1T5 SCALE : - LOCKVIIOOD ENGINEERING t�owz•-�-1"=�' Contractor agrees that he shall 'assume sole and complete responsibility for job,' �A,I3 •AAAfl1�tD rAZC••r N O f 3�'?J'� vEiZr 4' site conditions during the course of construction of this Project, including safety of all., & SURVEYING COMPANY, I N C. persons and property; that this requirement shall apply continuously and not be lim- i 1�EStGNE� i3Y: CAT,ow5A AVEUU�, 0i°TE ited to normal working hours; and that the Contractor shall defend, indemnify and 380 W. FOOTHILL BLVD. /rt•e ATNOL S7 ZJEET 12 hold the Owner and the Engineer harmless from any and all liability, real or: alleged, RIALTO, CALI ORr�l1A rj cHEC:IrEC� eY ASC 8Y: DZ. MC). A in connection with the performance of work on this Project, .excepting four.liability .! I arising from the sole negligence of the Owner or the Engineer. - - _ _ c` ��o��� -T .r r30 1 /2 _-i2 $ `,� SJ F-.0 CITY ENGINEER_t IZ.C.E. 18932 DATE