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HomeMy WebLinkAbout1516-3z 1Z. 28 R 70.12' 5. 33 64.98' ON NOT A PART .N. EN �A.N. 34 � 35 36 37 I� 38 39 40 41 42 43 44 45 - 4 — 57.00' 58.80 —�►- NO°00'2 5".W 47 48 54.69' 55-00' 55.00* 50.00 50.00' 50.00' 50,00, 50.00' 501.00, 50.00 50.00 , 50.00' �3 Z C %J% M MH 5 a- M `• h �. M MN 6 �' ^ ZZ ik 1.43 o �v per City MI17 Std. 112 8t 114 ., 1 s FR"ONVA—oOoo'2s"w— l0a 8. sz' -� 8 9 -� ---�� Propose 8 Y C P -- 346 " 6.'S2' Pro sed 8 VCP T M H 2 I '•A ry Op �0 - Po it ri V o 0+00.00 FREMONTIA C 34.70' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 4 - =3+16.94HAWTHORNE .Q N0°00'25"W J V 0 v '' � 6 27 26 25 24 23 22 21 20 19 Estimate of Quantities �� w 10 18• - iz,133Ze T% 40' HAWTHORNE AVE. See Sheet 2 SEWER GENERAL- NOTE S I. ALL VlV021K SHALL 13E DONE )N ACCp2DANCE WITH THESE PLANS AND THE CITY OP FONTAN A POSLIC W02)<S 0EPA2-FMENT STAN DA1ZD SPEC1 PI CAT•/ONS DATED 19 -?,S) AND AN Y RE\) I SI ON -7-HEREAFTER . Z. CONST-2UCT10N PERM ITS SHALL. BE OBTAINED P"20M THE FON TANG PUSLIC W02KS DEPARTMENT P21O2. TO -FH E START - of= v,102),-- W 1TF+ I>`l -rPE 0 T y UMI -1—S. 3 -ADEQUATE STAKES S4AL.L. BE SET BY -ME ENGI NEER To ENABLE THE CONTIZACTOR TO CONSTRUCT 7"µE Wv2K TO T}4E PLAN G24CES . 4,,ALL PI PI= UN ES 02 SUGST2UC7URE S OP AN Y SIN D AND A LL TELEEPf-+ON E• OR POWER Po LE S., WA-FER LIN ES , M ETE 2 S 3 VA LUES, HYU>ZANTS, )221GAT►ON STRUCTURES, ETC. SHOWN 02 NflT" SHOWN ON Ti -+C PLANS AND LOCATED WITHIN AREAS TO )3E IMPROVED AND IN-P"E2FE21NG VI) -FH C0NS7r2UC7"ION SHALL SE P.ELOCATE.ID By OTHERS . IT SHALL GE THE CON-T2ACT02,S 2E_SPON 5181 LtT`J TO NOTI Py ALL AGENCIES CON C E2i`I ED PIZ102 TO CON S-1-RUCTI Or) , 5. "AS- 6 U I L-1-" PLAN S SHALL 13E PIOUI DE•p TO —114 E CITY 13Y -FH E CON TIZ�4CTO�. G,E•NGIN'F-E.Z SHALL CHECK OUT OIZIGINAL SEWER PLANS AND 712ANSFErZ ''AS-E3U1LT" INF02M�4T-ION P21OIZ TO CITY ACCEPTANCE O>= SEWErz SYST-Em. `7 -ALL 4" HOUSE LATERALS SHALL SE )N STA LL1=C) ON A 2% AA)N . G2A.DE UNLESS c>T' 4E2W 1 SI- APPPOVE.D BY T)-tE. CITY ENG) N EE Iz , 8. SEW EP CON TTZACTO2 SHALL CHISEL "S,, IN THE COWS> AT THE LOCA -FI Ort OF- THE 9. MANHOLE PfZAME.S AND COVEPZS To BE CONSTRUCTED ISY THE SEWED -7 CONT2AQTOR G" 13Et-OW 62A•DE ANS 00RIN<2, PAVING 2AISEID -r0 FINISH GRADE. IO. AL.L STATION)NZ PZ.EPEZS -FO CENTEi?-L_1N E O f= SEINER , I. STREET I NTESZSECTI ON CENTETZ LI N E •DI STANCE, TI 1—�- I N Sl -BALL 13F S H oW N . 12.TF+E. SEwE.1z C0NT2ACTo2 Sl-tAL1, f3E SULLY 2ESPONS12L.i-= F'02 -FHF— LOCATION AN1D P207-ECTI OIV Oi= ALL UN JE R(2R(DUN JD 1=-^C)L.I TI E S W�-IETN�� SHOWN ©N PLANS Off. NOT• )3 . N O LA.T'E eA.L. S SHALL i3 E RL AC E O UN D E)z 02 I V E W A V S. 14, PRIOR TO -n4 E CON ST"P2UCTION OF THE WATER) SEW EF2 02 S -MRM DIZA)N LINES ITHF- CoNTRACTOTZ S4AL.L_ EKPOS E THE EA1ST. WATER, SEVVER"02 STbPIM 012A1N LINES WHE'2E CONNECTIONS WILL OCCUR.) AND ELEVA-rtOr1 AND LOCATION. APP20VA\-- OY T1 -4E CITY OF F'ONTANA OFA PP.OPOSEp CONNECTION ' T'O A Cl -T-\/ PACIL1Ty DOES NOT IMPLY CO22ECT'>AESS OP 714f—= ELEVA-TION 02 L.OCA-PION AS SHOWN ON 7 -HEC PLAi�(S• AND COVERS SHALL BE CONSTPZUCT"ED Cb" 13EL.OW PINISHEC� CzfZADE Sy WATER C0N772ACT02 AND SHALL BE P A)SED TO G1zAfliE 13Y PAvI N G CONT—PAC—FOR A ATE R COm PL. ET10N 010 PAVING . )(b.-AINATE ALL 4" HOUSE SEWEIz LATE2Al..S 3' )NSIDE THE LINE-:' W)77 / A PLVG , AND THS Q15E2 IZ" BELoW GQOVND LINE. Const, manholes ( MH 5, MH 6) per City Std. 112 2 EA Const. Cul-de-sac .manhole (MH 7) per City Std• 112 a 114 1 EA Const. 4" house lateals V.C.P. 25 EA exact locations and lengths to be determined on site Const. 8" V. C. P. sewer main 995 L F A CHANGE' w CONST. 4" V.C.P. LATEP-ALS AND W YES PER STD. 1.7-5 13 1 -31 S LF CONST. TEMP. A.C. PATCH 142 LF' GON ST. PEfZM . A.C. 2EPLAC E M E N T 1 4 Z L );:'- IMPORTANT NOTICE Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a "Permit to Excavate" will be valid, F0( your Dig Alert I.D Number Call Undergruu.940 Service -Vert TOLL FREE 1-800-422-4133 TWO working days before you dig V)0 A A CHANGE SEWER LAYE2AL LOCA-TIOt4S LO`I` NO. DESIGN STA. AS - SUI LT RF—V1 S1 ON S: 1 5+2� AAV -Y- OF SC 9_1 PT I ON F_NGR. DATE APPTZOV ED DA- E 2- 5+6) SEWER LA -M ALS AODSD F•erzTR.l4-71- �p�Kwoo 5/gJg1Apv.-O?��r Oil/ 3 6+19 4 7+00 5 � +53 co 7 9 +47 £3 10+35 v CITY OF FONTANA, CALIFORNIA RECORD DRAWING ENcuq- E�w Fop,"A CHANG ' PUBLIC WORKS DEPARTMENT Q4oF sslo,�, Wrt =NSR c r =_ � WALTER W. HU Drawn by SCALE SEWER PLAN HORZ 1 40' '�= ,��,�o�► 1 LDGKVIIOQD ENGINEERING . s;CIVIL ENGINEER YMP „ eo �,, VERT I= 4 & SURVEYING COMPANY, INC. 11655 Countryside Drive, Fontana, CA 92335 Designed by TRACT NO. 13328 DATE No.. 45935 , , ;H� FREMONT I A AVENUE 2 *� Exp. 12.31.94 �t 384 W, FOOTH L BLVD. ;',� -` 4 iV1V fe/�olgl �r �lF �tt0 C�'ic>D BY P ALTO I ORNI -� ��!, Checked by Approved by Dwg No. Sheet =tf_ �n OF -''—= WALTER W. HU RCE 29954 DATE KN1K� CITY ENGINEER RCE 18932 151 3 3 I� - 4 — 57.00' 58.80 —�►- I 47 48 w 46 �3 Z C 31.32' �v per City MI17 Std. 112 8t 114 ., I +rte -- 6.'S2' �• t . _ N ' TRACT ItTypiccil' f3DNY• I J V) &N 1z - )4717 -+- 30' 30 I Exist. Single Hous ? Exist. 4" --r Water Main V)0 A A CHANGE SEWER LAYE2AL LOCA-TIOt4S LO`I` NO. DESIGN STA. AS - SUI LT RF—V1 S1 ON S: 1 5+2� AAV -Y- OF SC 9_1 PT I ON F_NGR. DATE APPTZOV ED DA- E 2- 5+6) SEWER LA -M ALS AODSD F•erzTR.l4-71- �p�Kwoo 5/gJg1Apv.-O?��r Oil/ 3 6+19 4 7+00 5 � +53 co 7 9 +47 £3 10+35 v CITY OF FONTANA, CALIFORNIA RECORD DRAWING ENcuq- E�w Fop,"A CHANG ' PUBLIC WORKS DEPARTMENT Q4oF sslo,�, Wrt =NSR c r =_ � WALTER W. HU Drawn by SCALE SEWER PLAN HORZ 1 40' '�= ,��,�o�► 1 LDGKVIIOQD ENGINEERING . s;CIVIL ENGINEER YMP „ eo �,, VERT I= 4 & SURVEYING COMPANY, INC. 11655 Countryside Drive, Fontana, CA 92335 Designed by TRACT NO. 13328 DATE No.. 45935 , , ;H� FREMONT I A AVENUE 2 *� Exp. 12.31.94 �t 384 W, FOOTH L BLVD. ;',� -` 4 iV1V fe/�olgl �r �lF �tt0 C�'ic>D BY P ALTO I ORNI -� ��!, Checked by Approved by Dwg No. Sheet =tf_ �n OF -''—= WALTER W. HU RCE 29954 DATE KN1K� CITY ENGINEER RCE 18932 151 3 3