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Home My WebLink About1370-1M MMENEMMEN 0 MEEEMS0 ONE MEMEMME M 0 SLOPE 4MIN! T.B,M,; Top of curb W. end +00 5+00 6400 7+00 b+UU �+uu 10+00 IIto() e_tuu 3+.pp 4+tuu at curD TR. 11109 Elev.1412.8 `� + Elev:1405.12 f e DESTIMATE OF QUANTITIES (TRACT 13553) GENERAL NOTES ITEM DESCRIPTION QTY UNIT I A.C. Pavement - 40'(2 to 11,500 S.F. �� " " B. M.1, Chiseled North End NW'R Tamarind and Miller. Elev � 1362.45 AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT "` 6 -k r CITY STANDARD SPECIFICATION, DATED 1975, Q INSTALL ' A.C. PAVEMENT PER, CITY' STDs. 3" 4 Sawcut A.C. Pavement 695 L.F. 3, CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY ON BASELINE AVENUE. 5 8" Curb a Gutter 657 L.F. � P M 537 OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO ® FEATHER A.C. PAVEMENT I`TO EXISTING � o M. BEGINNING ANY CONSTRUCTION. 6 P.C.C. Sidewalk 2 814 S. F, �- `o o a 0 ' Q 0 CONSTRUCT RESIDENTIAL RWYs PER STD 103! 7 Ramped Curb Return I Ea. - 4 �'N m N w _ 4. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO C »- a N a o£. a O I.1 y ENABLE THE .CONTRACTOR TO CONSTRUCT THE WORK TO PLAN. � © CONSTRUCT RAMP CURB RETURN PEP STD 104A. 8 Residential Drive Approach 528 S.F � � 0 0 o a o cu I` (. - �/ r)/ r- - 5. ALL �EMOVALS AND RELOCATIONS TO BE DONE BY OTHERS o C] �- - ao o-�J�"x\_R_0� o o7 NATIVE SOIL COMPACTED 95 /oa`n 241-i22-57 �` N =ft 241-122- rJ6 N 41- - AT NCOST TO THE CITY OF FONTANAa Z It In 6 AL D I AYS TO BE LOCATED IN THE FIELD AT TIME OF $ AT P LES BY SOUTHERN CALIFORNIA o o ti o 0 0 2 12 2 57 1; 4- _ L R VEW RE E 0 p .� o _ W CONSTRUCTION. EDISON. a� a. 3 o w 3 N N N °p N N7 - a. 015' A7 �' 3` Q o' 'n 0= o' ' +.. 5 t x W Q9�� l N ' � v o N TRAN5ITION FROM 4,5 TO 5 SIDEWALK. o N M T.B. .A °D ,; 3 a X a W �' -01 g �- o e �0 �o N�- N Q� o4 a /� 10 SAWCUT T'0 A NEAT STRAIGHT EDGE. _ - - c,Q�Qo &l0 �� a o o o ©II INSTALL I MIN. A.C. OVERLAY. w w W QQ 12 ADJUST SEWER MANHOLE TO FINISH GRADE. �� ~ i� Q�V 40 C W 3� W 01 1 `� aa. °- =•i ��s W (3,00 �1Q8.52' o Q� 90.00= �; 50.01' ;' ••. ! ` x I �505Z z rbXISTIN $11fIPROVMENTS ' ... _ . _ �--- — � BASELINE EL AVENUE o • 4 a _.- -r_- _ .... : _3 __. ._ . _- - .�. - .._ .:ash..: d k ,r• . #. ... r' 4`14 f- _ .. .. -- - - _ _. - - .a Y. t. -._ " .r. _.• - ._.- - r. > - _ .. ,••tee _ :.. �._ _., . .. :- .. .- r — - �- - -_ - _ : .. .u. .. .. ._ - ._... ..-�._ _..._y _ x, . _ _ .aw� y - .rte .. ..,..: _ S X i Y.- _: c, _ . : �. ISTiNG l M M P E T r= _ - — —_. — ---- _ - — - --- -- - — -- - — - -- - -' O A f, -------- < ---—---------------—-—-------------- - I +C� f 1c X X k X k X X EXISTING IMPROVEMENTS"removed,/ C L Fence to be removed t .. ! O 71, r. , t 1•ON i •4' ti• 'i • �-•' s ' I 1 •: 1 f. I r� 1 1 4%. 9 189.00 _ - 189.01\, •.... - _� /I�-�_ / \ 228.55 Il r. o /o�.00— i�soor - �' ol. o „ II TR. 10626 0a �• M _ _ / 3.4 A T 89 41 52 " ,I W I I ° W I ( 1 =+�► TIP. \�\Z O\ N 4 N M M M R= 20� M { II ( II I I II .A II I II M \2.. ,- o v *- N L= 31131' Z =s II p \� o' ° m '� © o o o o' ; A Tr 19!89' O W III II w cv tI o l`ci 4 .> q �i �o o Y� J X N i• N 'v;s Q a a. ° h o o- o f D ' m V ti 3 Z m N 'E � ni O a a a h a Z I I I I I� I (� € m Q} a� 0 fd. n. Cn N (n (La. a w i Q W. PL �. E. P L °4 • a� 32,- 241-122-59 00 241-122-58 241-122-57 , Yf_t Q 32 32 ! �l 0.5 12 + 12 20 20 12 ac h �� 0.5' 4' 8 12' N. PL Q� 111 a • 30 S. PL SEE RIGHT 47' 13' 35 12 5 SLOPE f/ Y 3 �� EXISTING IMPROVEMENTS L -1 ■SIMEEO Scale 1' 40� SLOPE 1/4" 10' 1 TYPICAL SECTION /0 4 �o. a 20'f 20'± " TAMARIND AVENUE EXISTING PAVEMENT REVISIONS ENGINEER'SDATE AL DATE TYPICAL SECTION ROVAL APPROVAL © Areas of .gym r-ovamant - Tract No. /3553 �"L G-�8 F'M z -z4-89 N.T. S. a BASELINE AVENUE - t OEM mom M ME mom NOME MENEM0 M 0 NOME 0ME �EMM mom�EEEWEM M�Mnon EM M M 0 0M 0 EMMEMEM M OMEN EMOM on M M no a MOMM SEEM MEMO 0 MEsosoM M 0 MWE. 0 lammom son MENo SIR NOME MOENME 0SEEM M MEMESS ENEEM MESEEM 0 M MEMO on 0mom M MSEEM onEMS 0MEN M 0 0 mom ME 0 on MEE ME 0 on mom ME M EEO No M Mmom MEMNON MEMS MENEM M0000 V NEMEME in on 0 M SOME Ems 0 ME EMS T.B,M,; Top of curb W. end +00 5+00 6400 7+00 b+UU �+uu 10+00 IIto() e_tuu 3+.pp 4+tuu at curD TR. 11109 Elev.1412.8 `� + Elev:1405.12 f e DESTIMATE OF QUANTITIES (TRACT 13553) GENERAL NOTES ITEM DESCRIPTION QTY UNIT I A.C. Pavement - 40'(2 to 11,500 S.F. �� " " B. M.1, Chiseled North End NW'R Tamarind and Miller. Elev � 1362.45 AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT "` 6 -k r CITY STANDARD SPECIFICATION, DATED 1975, Q INSTALL ' A.C. PAVEMENT PER, CITY' STDs. 3" 4 Sawcut A.C. Pavement 695 L.F. 3, CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY ON BASELINE AVENUE. 5 8" Curb a Gutter 657 L.F. � P M 537 OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO ® FEATHER A.C. PAVEMENT I`TO EXISTING � o M. BEGINNING ANY CONSTRUCTION. 6 P.C.C. Sidewalk 2 814 S. F, �- `o o a 0 ' Q 0 CONSTRUCT RESIDENTIAL RWYs PER STD 103! 7 Ramped Curb Return I Ea. - 4 �'N m N w _ 4. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO C »- a N a o£. a O I.1 y ENABLE THE .CONTRACTOR TO CONSTRUCT THE WORK TO PLAN. � © CONSTRUCT RAMP CURB RETURN PEP STD 104A. 8 Residential Drive Approach 528 S.F � � 0 0 o a o cu I` (. - �/ r)/ r- - 5. ALL �EMOVALS AND RELOCATIONS TO BE DONE BY OTHERS o C] �- - ao o-�J�"x\_R_0� o o7 NATIVE SOIL COMPACTED 95 /oa`n 241-i22-57 �` N =ft 241-122- rJ6 N 41- - AT NCOST TO THE CITY OF FONTANAa Z It In 6 AL D I AYS TO BE LOCATED IN THE FIELD AT TIME OF $ AT P LES BY SOUTHERN CALIFORNIA o o ti o 0 0 2 12 2 57 1; 4- _ L R VEW RE E 0 p .� o _ W CONSTRUCTION. EDISON. a� a. 3 o w 3 N N N °p N N7 - a. 015' A7 �' 3` Q o' 'n 0= o' ' +.. 5 t x W Q9�� l N ' � v o N TRAN5ITION FROM 4,5 TO 5 SIDEWALK. o N M T.B. .A °D ,; 3 a X a W �' -01 g �- o e �0 �o N�- N Q� o4 a /� 10 SAWCUT T'0 A NEAT STRAIGHT EDGE. _ - - c,Q�Qo &l0 �� a o o o ©II INSTALL I MIN. A.C. OVERLAY. w w W QQ 12 ADJUST SEWER MANHOLE TO FINISH GRADE. �� ~ i� Q�V 40 C W 3� W 01 1 `� aa. °- =•i ��s W (3,00 �1Q8.52' o Q� 90.00= �; 50.01' ;' ••. ! ` x I �505Z z rbXISTIN $11fIPROVMENTS ' ... _ . _ �--- — � BASELINE EL AVENUE o • 4 a _.- -r_- _ .... : _3 __. ._ . _- - .�. - .._ .:ash..: d k ,r• . #. ... r' 4`14 f- _ .. .. -- - - _ _. - - .a Y. t. -._ " .r. _.• - ._.- - r. > - _ .. ,••tee _ :.. �._ _., . .. :- .. .- r — - �- - -_ - _ : .. .u. .. .. ._ - ._... ..-�._ _..._y _ x, . _ _ .aw� y - .rte .. ..,..: _ S X i Y.- _: c, _ . : �. ISTiNG l M M P E T r= _ - — —_. — ---- _ - — - --- -- - — -- - — - -- - -' O A f, -------- < ---—---------------—-—-------------- - I +C� f 1c X X k X k X X EXISTING IMPROVEMENTS"removed,/ C L Fence to be removed t .. ! O 71, r. , t 1•ON i •4' ti• 'i • �-•' s ' I 1 •: 1 f. I r� 1 1 4%. 9 189.00 _ - 189.01\, •.... - _� /I�-�_ / \ 228.55 Il r. o /o�.00— i�soor - �' ol. o „ II TR. 10626 0a �• M _ _ / 3.4 A T 89 41 52 " ,I W I I ° W I ( 1 =+�► TIP. \�\Z O\ N 4 N M M M R= 20� M { II ( II I I II .A II I II M \2.. ,- o v *- N L= 31131' Z =s II p \� o' ° m '� © o o o o' ; A Tr 19!89' O W III II w cv tI o l`ci 4 .> q �i �o o Y� J X N i• N 'v;s Q a a. ° h o o- o f D ' m V ti 3 Z m N 'E � ni O a a a h a Z I I I I I� I (� € m Q} a� 0 fd. n. Cn N (n (La. a w i Q W. PL �. E. P L °4 • a� 32,- 241-122-59 00 241-122-58 241-122-57 , Yf_t Q 32 32 ! �l 0.5 12 + 12 20 20 12 ac h �� 0.5' 4' 8 12' N. PL Q� 111 a • 30 S. PL SEE RIGHT 47' 13' 35 12 5 SLOPE f/ Y 3 �� EXISTING IMPROVEMENTS L -1 Scale 1' 40� SLOPE 1/4" 10' 1 TYPICAL SECTION /0 4 �o. a 20'f 20'± " TAMARIND AVENUE EXISTING PAVEMENT REVISIONS ENGINEER'SDATE AL DATE TYPICAL SECTION ROVAL APPROVAL © Areas of .gym r-ovamant - Tract No. /3553 �"L G-�8 F'M z -z4-89 N.T. S. a BASELINE AVENUE - t I