Loading...
HomeMy WebLinkAbout1290-1.Scale: iii / 40, % 6. As built plans shall be provided to the City by the Contractor. -L • 7. Mie Contractor shall contact all serving Utility CaVanys for locations of ° e' •� existing underground lines that may exist which are not shown on these plans. c bE;fore the start of any work. ,�err/DYe �xis�ir/9 �v .Trees /1l'ar�Li o� � . . ti �h 7 / a Curb I?elvrn d414 N e ' L 21.40 'y T= 19.99 �� Go. 00 ' 70. oo' /39 ✓ 7 23.53' � � ( 2 . .r,,.s•+ ;;• y .�: ,� h� Y� �. � CONSTRUCTION NOTES 1. --Construct 2" A.C. Pavement over compacted native soil. 2. onstruct 6" P.C.C. Curb & Gutter per Std. No. 101. 3. --Construct 4 P.C.C. Sidewalk. 4. Construct Ramped Curb Return per Std. No. 104-A. N 5, -Construct 6" A.C. Berm. m N 6. Construct 4.5' P.C.C. Sidewalk. m 7. --Construct .3" A.C. Pavement over compacted native soil. R1W �- or ,4yenve N 8. Construct 8" P.C.C. Curb & Gutter per Std. No. 101. I 9. -Construct P.C.C. Cross Gutter per Std. No. 104., 10. Construct 8" A.C. Berm. o Consbrvcl barricade per No. A9. 10111e, er/ve _ 9 �2 2D /Z - . n57'a// Type Y "'Aarkees . o �I �21X 13 - OVEIRLA\( EXISTING PAVl=ME~NT TO PROVIpC SMOOTH STRr-- =r SECTION. / bEpRESS Top O� CURBNO D � 57 ESTIMATE OF U(� ANTIT.IES [�. FOR FUTC)�-1E CONSTRUCTION 0� Sf'ol. 104-A /3 1. 3" A.C. Pavement -17510 S.F. / 078 Tons ) 2, 4' P.C.C. Sidewalk 6,859 S.F. 441 3o Ramped Curb Return 512 S . F . of 4. 811 P.C.C. /2 Curb& Gutter 2626.3 L.F. 32 5. 8 P.C.C. to 6��P.C.C. Curb Only 31.4 L.F. k. 011- 6. P.C.C. Cross Gutter &Spandrel 380 S.F. �� e�4. L.F. f7. 8 A. C . Berm D )rD ha C ' Q , lV 0 5Cae �� 4 ,00� Z'� ' _ 8. 2 A.C. Pavement 229313 S.F. (279 Tons)' LitiV/Ile C. J, •S. 1', Ci ty %� �%a a r j/j a 04 O 9. 30" R.C.F. (1350-D) 145 L.F. 10 . 6 A.C.Berm 188 L . F . 9333 Mas%r!e kvad, 5tli e /90 2 Publico s _ e f 11 -24' RCP (1350-D) 110 L F �ahC�iO arr! /� Ca / D .3�D. rk dearfm .. ,. 3' _ 12o 18" R.C.P. (1350-D) 41 L.F. T �wvii��rfe • `�/��9 3.922 prawn 6Ga /c� Construction contractor agrees that in accordance with generally accepted construction % ;; ,f sti 13. Junction Structure 2 Ea. �/ate i 5 rem fro / practices, construction contractor kill be required to assume sole and complete responsibility for ' 14. Curb Inlet; 3 Ea. •� C• Tj^QC� /VD. 12°J8Z a � job site conditions during the course of construction of the project, including safety of all persons CCllifornio Council $ Yer and property; that this requirement shall be made to apply continuously and not be limited to �o f-�9, 9�j f0 j2fT9, g� l r3. Co!?sf Bgrl^ica eQ - e ' nif and hold of Civil Enginew - ' - o defend indemnify 110. p„ -- �- • � n- • contractor further agrees t 1 �,/ TY e ''L"M�^ ers e5/gam i /Y//��e/� fTYe/'!Ue' � ' i normal working hours, and construction g • Y % 7Ca/ SecTio/'I - /��/l/C/^ e/lve / 7. Z /2 A. c pgY hf /,2¢3 5 (/9 Tor15� g/8 Jr• and all liability, real or alleged, in connection with the �c�C1nC� SUrV¢ Or! Yp harmless from an a " ' designprofessionaly Y� g y /B 2/ X /5 .��� /Z a. /DD G.� �t /�• � L % performance of work on this project, excepting liability arising from the sole nggligence of design /!off Sca/e /9. LI.G. Irk/et flPron `9 i professional. / 1 enr/ z` n- ,p. C. �. �D�D Cheeke ,may • 1�vy. Shee N y. See 6�reef )r -'Ian 70o r l avenue .S%�• I VIOU I� ' 0� V • 'v Noir 1 N � 6 912.98' z o � ��• � j'; X6.00 � �, X\j� a In No, J1 GrAde 4" Dy -,41,n , ¢ • , ' �� N ; _ r IN. - 10 R B lof .90 Erna/ C6- .a 6 -Z. ,8aaeiirle Berry! 2/ 19 7;1_`-; '1 '5A �oad . . f .Scale: iii / 40, % 6. As built plans shall be provided to the City by the Contractor. -L • 7. Mie Contractor shall contact all serving Utility CaVanys for locations of ° e' •� existing underground lines that may exist which are not shown on these plans. c bE;fore the start of any work. ,�err/DYe �xis�ir/9 �v .Trees /1l'ar�Li o� � . . ti �h 7 / a Curb I?elvrn d414 N e ' L 21.40 'y T= 19.99 �� Go. 00 ' 70. oo' /39 ✓ 7 23.53' � � ( 2 . .r,,.s•+ ;;• y .�: ,� h� Y� �. � CONSTRUCTION NOTES 1. --Construct 2" A.C. Pavement over compacted native soil. 2. onstruct 6" P.C.C. Curb & Gutter per Std. No. 101. 3. --Construct 4 P.C.C. Sidewalk. 4. Construct Ramped Curb Return per Std. No. 104-A. N 5, -Construct 6" A.C. Berm. m N 6. Construct 4.5' P.C.C. Sidewalk. m 7. --Construct .3" A.C. Pavement over compacted native soil. R1W �- or ,4yenve N 8. Construct 8" P.C.C. Curb & Gutter per Std. No. 101. I 9. -Construct P.C.C. Cross Gutter per Std. No. 104., 10. Construct 8" A.C. Berm. o Consbrvcl barricade per No. A9. 10111e, er/ve _ 9 �2 2D /Z - . n57'a// Type Y "'Aarkees . o �I �21X 13 - OVEIRLA\( EXISTING PAVl=ME~NT TO PROVIpC SMOOTH STRr-- =r SECTION. / bEpRESS Top O� CURBNO D � 57 ESTIMATE OF U(� ANTIT.IES [�. FOR FUTC)�-1E CONSTRUCTION 0� Sf'ol. 104-A /3 1. 3" A.C. Pavement -17510 S.F. / 078 Tons ) 2, 4' P.C.C. Sidewalk 6,859 S.F. 441 3o Ramped Curb Return 512 S . F . of 4. 811 P.C.C. /2 Curb& Gutter 2626.3 L.F. 32 5. 8 P.C.C. to 6��P.C.C. Curb Only 31.4 L.F. k. 011- 6. P.C.C. Cross Gutter &Spandrel 380 S.F. �� e�4. L.F. f7. 8 A. C . Berm D )rD ha C ' Q , lV 0 5Cae �� 4 ,00� Z'� ' _ 8. 2 A.C. Pavement 229313 S.F. (279 Tons)' LitiV/Ile C. J, •S. 1', Ci ty %� �%a a r j/j a 04 O 9. 30" R.C.F. (1350-D) 145 L.F. 10 . 6 A.C.Berm 188 L . F . 9333 Mas%r!e kvad, 5tli e /90 2 Publico s _ e f 11 -24' RCP (1350-D) 110 L F �ahC�iO arr! /� Ca / D .3�D. rk dearfm .. ,. 3' _ 12o 18" R.C.P. (1350-D) 41 L.F. T �wvii��rfe • `�/��9 3.922 prawn 6Ga /c� Construction contractor agrees that in accordance with generally accepted construction % ;; ,f sti 13. Junction Structure 2 Ea. �/ate i 5 rem fro / practices, construction contractor kill be required to assume sole and complete responsibility for ' 14. Curb Inlet; 3 Ea. •� C• Tj^QC� /VD. 12°J8Z a � job site conditions during the course of construction of the project, including safety of all persons CCllifornio Council $ Yer and property; that this requirement shall be made to apply continuously and not be limited to �o f-�9, 9�j f0 j2fT9, g� l r3. Co!?sf Bgrl^ica eQ - e ' nif and hold of Civil Enginew - ' - o defend indemnify 110. p„ -- �- • � n- • contractor further agrees t 1 �,/ TY e ''L"M�^ ers e5/gam i /Y//��e/� fTYe/'!Ue' � ' i normal working hours, and construction g • Y % 7Ca/ SecTio/'I - /��/l/C/^ e/lve / 7. Z /2 A. c pgY hf /,2¢3 5 (/9 Tor15� g/8 Jr• and all liability, real or alleged, in connection with the �c�C1nC� SUrV¢ Or! Yp harmless from an a " ' designprofessionaly Y� g y /B 2/ X /5 .��� /Z a. /DD G.� �t /�• � L % performance of work on this project, excepting liability arising from the sole nggligence of design /!off Sca/e /9. LI.G. Irk/et flPron `9 i professional. / 1 enr/ z` n- ,p. C. �. �D�D Cheeke ,may • 1�vy. Shee