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Home My WebLink About2165-1Br 1 � S'7A• gaol • ,S9 . Doc t • Dt6.r. o0 f pf rf # s ) NORTH CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES STORM DRAIN Q UA N Tf T O DESCRIPTION U11IT 1 CONSTR[{CT 18" DIA RCP LF 2 CONSTRUCT 21" DIA RCP LF 3 CONSTRUCT 24" DIA RCP LF 4 CONSTRUCT 27!' DIA RCP LF 5 CONSTRUCT 30" DIA RCP LF 6 CONSTRUCT 36".DIA RCP LF 7 CONSTRUCT 42" DIA RCP LF 8 CONSTRUCT M.H. #2 -PER LACFCD EA STD. #2-D184 (SEE DETAIL ON SHEET 2) 9 CONSTRUCT M.H. L11 PER LACFCD EA STD 12-D102 (SEE DETAIL ON SHEET 2) / 10 OMITTED 11 CONSTRUCT CATCH 'BASIN 12 (W=7') EA PER LACFCD STD. 12-D162 (SEE DETAIL ON SHEET 2) ` 12 CONSTRUCT CATCH BASIN 13 (W-10') EA PER LACFCD STD 12-D163 (SEE DETAIL ON SHEET 2) 13 CONSTRUCT CATCH BASIN 13 (W=14') PER EA LACFCD STD. 12-D163 (SEE DETAIL ON SHEET 2) 14 CONSTRUCT CATCH BASIN 13 (W=21') PER EA LACFCD STD. 12-D163 (SEE DETAIL ON SHEET 2)• 15 CONSTRUCT CATCH BASIN #3W=281) PER EA LACFCD STD. 12-D163 (SEE DETAIL ON SHEET 2 .16 LOCAL DEPRESSION 12 PER EA LACFCD STD. 2-D88 (SEE STREET PLANS) 17 REMOVE EXISTING PLUG AND CONNECT EA INTO EXISTING RCP 18 6" PVC LF 19 CONST. MODIFIED PARKWAY DRAIN EA 20 CONST. CONC. COLLAR EA 21 CONST. PLUG (BULKHEAD) EA / 25 KC -MOVE G�cL130T. peck LT'I NC -S D$QEoI CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES STREET O zIA A17 -I ry DESCRIPTION i= A0,07 -Z r0rAI- 1 OMITTED ADDT 2 TOTAL 1 2 CONSTRUCT 4" AC OR EQUIVALENT SF ?346 2 CONSTRUCT 48" DIA. PRECAST CONC. SECTION OF AC ON AGGREGATE II SF . 4 ,MANHOLE PER CITY OF FONTANA STD. BASE OVER 12" OF 95% COMPACTED L� 3 5 CONSTRUCT 30" DIA RCP LF DETAIL 112 NATIVE SOIL. 6 2 29 ¢3 3 CONSTRUCT CONCRETE CURB AND LF CONST 8" X 90 DEGREE ELL 2L� fr- •� MANHOLE AT CUL-DE-SAC PER CITY OF GUTTER (8" CF PER CITY OF FONTANA STANDARD DETAIL 101). LF CONST THRUST BLACK /� 20 4 CONSTRUCT 4" THICK CONCRETE SF / OMITTED CONSTRUCT 4" =XTRA STRENGTH VCP SIDEWALK. 11 CONSTRUCT CATCH BASIN #2 (W=7') EA PER LACFCD STD. 12-D162 (SEE D TAIL ON SHEET 2) 5777. 5 CONSTRUCT STANDARD CROSS SF REMOVE PLUG AND JOIN EA STD DET. 125 GUTTER AND SPANDREL PER CITY 10 CONST -SERVICE LINE 5 CONSTRUCT TERMINAL CLEANOUT PER CITY OF FONTANA STANDARD DETAIL OF FONTANA STANDARD DETAIL 104. ' 15 5999 5A I OMITTED 16 / 5A 6 ADJUST MANHOLE COVER TO GRADE EA l AT THE END OF THE PHASE BOUNDARY VrR PER CITY OF FONTANA STANDARD 19 CITY OF FONTANA STANDARD DETAIL DETAIL 109. EA 20 4- 7 ADJUST WATER VALVF-TO GRADE. EA CONST. PLUG (BULKHEAD) EA 2 8 OMITTED /AlST Po6gl Gnmi SAND,eA(g.5r-A I 5. 9 I REMOVE BARRICADE LF 2 8 10 CONSTRUCT RAMPED CURB RETURN EA ENCASEMENT PER CITY OF FONTANA STAN- LF 9 CONSTRUCT PL1.1 DARD 104A EA 2 11 OMITTED A 12 INSTALL STREET LIGHT (5,800 EA G f- 11 HHIOGH PRESSURE SODIUM) W/ORNAMENTAL 12 INSTALL STREET LIGHT (5,800 EA 13 CONSTRUCT LOCAL DEPRESSION $2 SF I SEE DETAIL "A" ON SHEET 10 POLE 14 CONSTRUCT CONCRETE CURB ONLY LF. CONSTRUCT LOCAL DEPRESSION $2 SF (6" CF PER CITY OF FONTANA SEE DETAIL "A" ON SHEET 10 STANDARD DETAIL 101) 14 CONSTRUCT CONCRETE CURB ONLY LF- F 15 CONSTRUCT MODIFIED DRAINAGE EA (6 -TANA ' STRUCTURE STD 124 STANDARD DETAIL 101) I 16 CONST. COMMERCIAL DRIVEWAY PER 15 CONSTRUCT MODIFIED DRAINAGE EA CITY STD. 102-A W=30' STRUCTURE STD 124 17 CONST TEMP 2" AC OVER 95% 16 CONST. COMMERCIAL DRIVEWAY PER COMPACTED NATIVE SOIL CITY STD. 102-A W=30' 18 CONST TEMP. BARRICADE PER CITY OF 17 CONST TEMP 2" AC OVER 95% FONTANA STD DETAIL 116 COMPACTED NATIVE SOIL 19 REMOVE TEMP 2" AC OVER 95% COMPACTED NATIVE SOIL 18 CONST TEMP BARRICADE PER CITY OF 2 r 20 REMOVE TEMPORARY BARRICADE FONTANA STD DETAIL //B 21 INS -r,6\1.[_ I;��:MOVADJ-E 19 REMOVE TEMP 2" AC OVER 95* COMPACTED �2 K5M0VR 4 R lNgiaLL ReM. ) NATIVE SOIL ,r .-..,A / /t - 47,i/c/1c 7 ClH(Jc ,LJ,G / o4 /L. ( / 1/`l_- _ 7TT l CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES 0 SEWER NO. QUANT/TY N0. DESCRIPTION ADDT 2 TOTAL 1 CONSTRUCT 8" EXTRA STRENGTH VCP LF CONSTRUCT 21" DIA RCP LF ?346 2 CONSTRUCT 48" DIA. PRECAST CONC. EA SF . 4 ,MANHOLE PER CITY OF FONTANA STD. SECTION OF AC ON AGGREGATE II L� 3 5 CONSTRUCT 30" DIA RCP LF DETAIL 112 BASE OVER 12" OF 95% COMPACTED 6 2 3 CONSTRUCT 48" DIA PRECAST CONCRETE EA CONSTRUCT 42" DIA RCP. LF CONST 8" X 90 DEGREE ELL 2L� fr- •� MANHOLE AT CUL-DE-SAC PER CITY OF CONSTRUCT M.H. 12 -PER LACFCD EA STD. 12-D184 (SEE DETAIL ON SHEET 2) LF CONST THRUST BLACK 9 FONTANA STANDARD DETAILS 112 & 114 GUTTER (8" CF PER CITY OF 7 / OMITTED CONSTRUCT 4" =XTRA STRENGTH VCP LF 11 CONSTRUCT CATCH BASIN #2 (W=7') EA PER LACFCD STD. 12-D162 (SEE D TAIL ON SHEET 2) EA HOUSE LATERALS PER CITY OF FONTANA 12 CONSTRUCT CATCH BASIN 13 {W.1;0') EA PER LACFCD STD 02- D163 (SEE DETAIL ON SHEET 2) REMOVE PLUG AND JOIN EA STD DET. 125 CONSTRUCT CATCH BASIN 13 (W=141) PER EA LACFCD STD. 12-D163 (SEE DETAIL ON SHEET 2) 10 CONST -SERVICE LINE 5 CONSTRUCT TERMINAL CLEANOUT PER CITY OF FONTANA STANDARD DETAIL EA ' 15 CONSTRUCT CATCH- BASIN 13 (W=2;8!;)• PER EA I:,ACFCD`STD: 12=D163 (SEE DETkIL ON SHEET 2 128 GUTTER AND SPANDREL PER CITY 16 / 5A CONSTRUCT TEMPORARY TERMINAL CLEANOUl EA REMOVE EXISTING PLUG AND CONNECT EA INTO EXISTING RCP l AT THE END OF THE PHASE BOUNDARY VrR 6" PVC LF 19 CITY OF FONTANA STANDARD DETAIL ADJUST MANHOLE COVER TO GRADE EA 20 6 -REMOVE EXISTING PLUG (BULKHEAD) & JOIN EA 21 CONST. PLUG (BULKHEAD) EA 7 REMOVE TEMPORARY TERMINAL CLEANOUT EA /AlST Po6gl Gnmi SAND,eA(g.5r-A I 5. AT PHASE BOUNDARY AND JOIN ,24*9V e EXIST DIES/CT/"(a . SA(AffAj5. Aj4 2 2 8 CONSTRUCT SEWER.MAIN CONCRETE EA ENCASEMENT REMOVE BARRICADE LF 9 CONSTRUCT PL1.1 EA EA 2 CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES D WRTER QUA N T / r J1 O% DESCRIPTION UNIT ADDrL TOTAL 1 CONST. 8" I.D. STEEL PIPE CML b C LF P72 2 CONST. 8" GATE VALVE EA 3 cli�� 3 CONST 8" TEE EA t 7 Y o6F m co 11 PRD gFGr .4 vo CONST 8" X 45 DEGREE ELL EA E 1 + e xlgr, eA6.510At 5 CONST 8" X 90 DEGREE ELL EA _.._...... _. \ ME/t 94/9 49,5 Ve-4,AZ771VO 6 CONST THRUST BLOCK EA ._;L_ .............................. _ t,F A 7 CONST BLOWOFF EA ..�. - -�,� •-- _ /nQRUfLJJIU/� 8 CONST A/V RELEASE VALVE EA -- RQFESSIO /�c.�/., oe � g REMOVE PLUG AND JOIN EA '�- .-- �Q RT .............._................ _ _... _._. / / �� ,� O 10 CONST SERVICE LINE EA NO 2215 11 CONST FIRE HYDRANT EA W No. 26229 * Exp X3093 ,t 12 INSTALL 8" FLG AND BLIND FLANGE EA 7 L 45 6 END Exp. 3/31/98 13 / s . LP Jl9T CIVIC ��° /N 7r2f rVR66 2Ler �� , ,e;4. �•9 010- �,�� f OF CA`�FINST_ 0003�/l� /�O�F�C/5.S�/yam AffA / C 0N,9 / xUC T'/0/V /114 7_�55 y Q Utl 117'"! rIES Fdg TFOF CA011j, AVV/7rIONA6 17-EMrelNell i5 COW9r., s6QuelcE Nos Descriptions REVISIONS PLANS PREPARED DER THE DIRECTION OFs 1. DED ,51•�, r_ P ,20 (/ L OR W OT �}- • !/MI'' uT� ,srR,-T �,a�sE� �Fc D,ed w.als J . P�KAPP %X022015DATE �K ll: /V f J, TQ �/Ao fw MY REGII STRA I PIRES 9-30-93 t �� • /ti% ❑ W� r"�R R�i�ovE rEM . e'1171& /1-0. P1�/YIT" Engineer ApprovolDates / V _ - City proval Dates BENCHMARK: Q r t r r NORTH M",OT. Sr-D,eA4` ,D.e 41,<V f�20tiI STA. /0•-09.34- TD .3yA • //-t 50. /� 5,6;5 5�1,E�7 3 O� S.O. f'L/aiVS P�L R. NvpDLE SRWr.1Q. 04TE RECORD ORAWIAIGA JP. KAPP & ASSOCIATES, Iii CIVIL ENGINEERS. LAND PLANNERS LAND SURVEYORS 2002 IOWA AVE. SUITE 110 RIVERSIDE. CALIFORNIA 92507 17141 276-8760 CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES QSTORH ' DRAIN QUA `- f T ` NO. DESCRIPTION UNIT A0v7`2 To FAL 1 CONSTRUCT 18" DIA RCP LF IOTA L 1 2 CONSTRUCT 21" DIA RCP LF ?346 2 3 CONSTRUCT 24" DIA RCP LF SF :/20 4 CONSTRUCT 27" DIA RCP LF SECTION OF AC ON AGGREGATE II L� 3 5 CONSTRUCT 30" DIA RCP LF DETAIL 112 BASE OVER 12" OF 95% COMPACTED 6 CONSTRUCT 361.1. DIA RCP LF 3 CONSTRUCT 48" DIA PRECAST CONCRETE 7 CONSTRUCT 42" DIA RCP. LF CONST 8" X 90 DEGREE ELL 2L� fr- •� 8 CONSTRUCT M.H. 12 -PER LACFCD EA STD. 12-D184 (SEE DETAIL ON SHEET 2) LF CONST THRUST BLACK 9 CONSTDS12UCT D102•H. (SEEIl PER FCD. EA DETAIL ON SHEET 2) GUTTER (8" CF PER CITY OF 7 10 OMITTED CONSTRUCT 4" =XTRA STRENGTH VCP FONTANA STANDARD DETAIL 101). 11 CONSTRUCT CATCH BASIN #2 (W=7') EA PER LACFCD STD. 12-D162 (SEE D TAIL ON SHEET 2) EA 4 12 CONSTRUCT CATCH BASIN 13 {W.1;0') EA PER LACFCD STD 02- D163 (SEE DETAIL ON SHEET 2) REMOVE PLUG AND JOIN EA 13 CONSTRUCT CATCH BASIN 13 (W=141) PER EA LACFCD STD. 12-D163 (SEE DETAIL ON SHEET 2) 10 CONST -SERVICE LINE 14 CONSTRUCT CATCH BASIN 13(W=21') PER EA LACECD STD. 12-D163 (SEE DETAIL ON SHEET 2)• CONSTRUCT STANDARD CROSS SF 15 CONSTRUCT CATCH- BASIN 13 (W=2;8!;)• PER EA I:,ACFCD`STD: 12=D163 (SEE DETkIL ON SHEET 2 OF FONTANA STANDARD DETAIL 128 GUTTER AND SPANDREL PER CITY 16 LOCAL DEPRESSION' 42 'RtREA LACFCD STD. 2=D88 (SEE STR&ET PL,AN.S.) 5A L 17 REMOVE EXISTING PLUG AND CONNECT EA INTO EXISTING RCP l 18 6" PVC LF 19 CONST. MODIFIED PARKWAY DRAIN AEA ADJUST MANHOLE COVER TO GRADE EA 20 CONST. CONC. COLLAR REMOVE EXISTING PLUG (BULKHEAD) & JON PER CITY OF FONTANA STANDARD 21 CONST. PLUG (BULKHEAD) EA ' REMOVE TEMPORARY TERMINAL CLEANOUT Z Z /AlST Po6gl Gnmi SAND,eA(g.5r-A I 5. 25 ,24*9V e EXIST DIES/CT/"(a . SA(AffAj5. Aj4 2 2 CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES O Q vA NTl T y STREET QUANTITY JI o DESCRIPTION U!J ADDT L IOTA L 1 OMITTED 1 ?346 2 2 CONSTRUCT 4" AC OR EQUIVALENT SF CONST. 8" GATE VALVE EA -MANHOLE PER CITY OF FONTANA STD. SECTION OF AC ON AGGREGATE II 3 CONST 8" TEE EA DETAIL 112 BASE OVER 12" OF 95% COMPACTED 4 CONST 8" X 45 DEGREE ELL 3 CONSTRUCT 48" DIA PRECAST CONCRETE NATIVE SOIL. 5' CONST 8" X 90 DEGREE ELL 2L� fr- •� 3 CONSTRUCT CONCRETE CURB AND LF CONST THRUST BLACK EA FONTANA STANDARD DETAILS 112 & 114 GUTTER (8" CF PER CITY OF 7 CONST BLOWOFF 7J� CONSTRUCT 4" =XTRA STRENGTH VCP FONTANA STANDARD DETAIL 101). 8 CONST A/V RELEASE VALVE I" pep W -f 1 EA 4 CONSTRUCT 4" THICK CONCRETE SF REMOVE PLUG AND JOIN EA STD DET. 125 SIDEWALK. 10 CONST -SERVICE LINE 5 5 CONSTRUCT STANDARD CROSS SF CONST FIRE HYDRANT EA OF FONTANA STANDARD DETAIL 128 GUTTER AND SPANDREL PER CITY 12 INSTALL 8" FLG AND BLIND FLANGE 5A CONSTRUCT TEMPORARY TERMINAL CLEANOU OF FONTANA STANDARD DETAIL 104. 5A OMITTED 6 ADJUST MANHOLE COVER TO GRADE EA 6 REMOVE EXISTING PLUG (BULKHEAD) & JON PER CITY OF FONTANA STANDARD P 2 7 REMOVE TEMPORARY TERMINAL CLEANOUT DETAIL 109. 5. 7 ADJUST WATER VALVETO GRADE. EA a 8 OMITTED 9 REMOVE BARRICADE LF 9 10 CONSTRUCT RAMPED CURB RETURN EA 2 PER CITY OF'FONTANA STAN- A DARD 10 4 A G f- 11 OMITTED 12 INSTALL STREET LIGHT (5,800 EA HIGH PRESSURE SODIUM) W/ORNAMENTAL POLE 13 CONSTRUCT LOCAL DEPRESSION $2 SF SEE DETAIL "A" ON SHEET 10 /29 14 CONSTRUCT CONCRETE CURB ONLY LF- F (6 -TANA STANDARD DETAIL 101) 15 CONSTRUCT MODIFIED DRAINAGE EA STRUCTURE STD 124 16 CONST. COMMERCIAL DRIVEWAY PER CITY STD. 102-A W=30' 17 CONST TEMP 2" AC OVER 95% COMPACTED NATIVE SOIL 18 CONST TEMP BARRICADE PER CITY OF FONTANA STD DETAIL //B 19 REMOVE TEMP 2" AC OVER 95* COMPACTED ) NATIVE SOIL 20 REMOVE TEMPORARY BARRICADE 2I 41yTAI U iZEM6VA0t6 RAlZRICAVC- / "2 FeWDVe 4 REIlµ9TAU.- ReM , PAR 7C l' (JK CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES SEWER ❑ QUANTITY NO. DESCRIPTION. ADDT L TaTAL 1 CONSTRUCT e" EXTRA STRENGTH VCP LF 1 ?346 2 CONSTRUCT 48" DIA. PRECAST CONC. EA 2 CONST. 8" GATE VALVE EA -MANHOLE PER CITY OF FONTANA STD. 3 CONST 8" TEE EA DETAIL 112 4 CONST 8" X 45 DEGREE ELL 3 CONSTRUCT 48" DIA PRECAST CONCRETE EA 5' CONST 8" X 90 DEGREE ELL EA MANHOLE AT CUL-DE-SAC PER CITY OF -� 6 CONST THRUST BLACK EA FONTANA STANDARD DETAILS 112 & 114 4. 7 CONST BLOWOFF EA CONSTRUCT 4" =XTRA STRENGTH VCP LF 8 CONST A/V RELEASE VALVE I" pep W -f 1 EA HOUSE LATERALS PER CITY OF FONTANA 9 REMOVE PLUG AND JOIN EA STD DET. 125 10 CONST -SERVICE LINE 5 CONSTRUCT TERMINAL CLEANOUT PER CITY EA 11 CONST FIRE HYDRANT EA OF FONTANA STANDARD DETAIL 128 12 INSTALL 8" FLG AND BLIND FLANGE 5A CONSTRUCT TEMPORARY TERMINAL CLEANOU EA AT THE END OF THE PHASE BOUNDARY PER CITY OF FONTANA STANDARD DETAIL 6 REMOVE EXISTING PLUG (BULKHEAD) & JON EA P 2 7 REMOVE TEMPORARY TERMINAL CLEANOUT EA AT PHASE BOUNDARY AND JOIN a CONSTRUCT SEWER.MAIN CONCRETE EA ENCASEMENT 9 CONSTRUCT pL• j, j EA �, 2 CITY OF FONTANA CALIFORNIA PUBLIC WORKS DEPARTMENT Drawn by: Scales G CONSTRUCTION SEQUENCE PLAN Designed by: I Date: TRACT 12477-1,2,3,4,5,6 Checked by: Dw. No. 5 Approved s g3 g rpt , _. . - . CITY ENGINEER R.C.E. 2512a 2IC5 8 ' CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES ❑ BASER QUA w T i r NO. DESCRIPTION UNIT DDT 'L TorAL 1 CONST. 8" I.D. STEEL PIPE CML b C LF /3 9 2 CONST. 8" GATE VALVE EA 3 CONST 8" TEE EA 4 CONST 8" X 45 DEGREE ELL EA �7 5' CONST 8" X 90 DEGREE ELL EA -� 6 CONST THRUST BLACK EA 4. 7 CONST BLOWOFF EA 8 CONST A/V RELEASE VALVE I" pep W -f 1 EA 9 REMOVE PLUG AND JOIN EA Z 10 CONST -SERVICE LINE EA 11 CONST FIRE HYDRANT EA 12 INSTALL 8" FLG AND BLIND FLANGE EA CITY OF FONTANA CALIFORNIA PUBLIC WORKS DEPARTMENT Drawn by: Scales G CONSTRUCTION SEQUENCE PLAN Designed by: I Date: TRACT 12477-1,2,3,4,5,6 Checked by: Dw. No. 5 Approved s g3 g rpt , _. . - . CITY ENGINEER R.C.E. 2512a 2IC5 8 '