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HomeMy WebLinkAbout2000 - San Anselmo Road and Estrada AvenueSEPERAD-0 FORCE MAIN CURVE DATA 07'53'49"__-J 03 INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 SEE U11UTY Co. PLANS FOR INSTALLATION OF 2* GAS UNE_ CONTRACTOR TO C.00RDINATE NTH UnLITY Co. f_1% 64.06 (i� CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCA'TIONS AND SHALL CONTACT DESIGN ENGINEER U4 INSTALL 3- BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co, STD. DETAIL No. 113. IF CONFLICTS ARRISE. EXIS11NG VVr WELL SHALL BE CORED. FORCE MAIN SHALL BE CONNECTED TO EXISTING WET WELL WITH A KOR-N-SEAL (OR EQUAL FLEXIBLE CONNECTOR INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18. D? INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. f__111 U6 INSTALL P.VC SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. INSTALL TREE PROTEC-nON (TYP), SEE TREE PROTEC'TION MEASURES, SHEET C4.02. U7 INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. �rl� INSTALL 2- VENT -0 -MAT AIR/VAC RELEASE- VALvr_ (MODEL #050R6X1021) IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. #6M ON RING FOUNDATION NTH GRAVEL BASE AND PER MANUFACTURES RECOMMENDATIONS. INsTAti MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET C4.19. U2 INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. INSTALL 6' P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFAC' JR 03 INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 SEE U11UTY Co. PLANS FOR INSTALLATION OF 2* GAS UNE_ CONTRACTOR TO C.00RDINATE NTH UnLITY Co. f_1% (i� CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCA'TIONS AND SHALL CONTACT DESIGN ENGINEER U4 INSTALL 3- BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co, STD. DETAIL No. 113. IF CONFLICTS ARRISE. EXIS11NG VVr WELL SHALL BE CORED. FORCE MAIN SHALL BE CONNECTED TO EXISTING WET WELL WITH A KOR-N-SEAL (OR EQUAL FLEXIBLE CONNECTOR INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18. D? INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. f__111 U6 INSTALL P.VC SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. INSTALL TREE PROTEC-nON (TYP), SEE TREE PROTEC'TION MEASURES, SHEET C4.02. U7 INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. �rl� INSTALL 2- VENT -0 -MAT AIR/VAC RELEASE- VALvr_ (MODEL #050R6X1021) IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. #6M ON RING FOUNDATION NTH GRAVEL BASE AND PER MANUFACTURES RECOMMENDATIONS. INsTAti MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET C4.19. el INSTALL 2'* BLOWOFF ASSEMBLY PER ATASCADER0 MUTUAL WATER Co. STD. DETAIL No, 113. PLACE RISER — IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADER0 STD. r06, ON RING FOUNDATION WITH GRAVEL M BASE. RISER SHALL BE EQUIPPED WITH A 3" QUICK CONNECT Q MLOCK WITH CAP. SEE DETAIL, SHT. C4.19. (1:� INSTALL 8* cA-)R 35 GRA�ATY SEWER PIPE. CAP AT BOTH ENDS FOR FUTURE USE. MAINTAIN MINIMUM OF 1' CLEARANCE BETWEEN OUTSIDE DIAMETERS OF GRA\ATY SEWER MAIN AND SEWER FORCE MAIN. INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18 IN SUCH A MANNER THAT THE TRUST BLOCK MAY BE REMOVED UPON CONSTRUCTION OF FUTURE MANHOLE, 'E")* A N A N S E L M R D E13TRADA AVE SEE HERE ON r-1. A SEE HERE ON S E E N A D""" 0 R D f4 i ill ��A 1 11 C'� STA. 75+89.3 6 6.0' RT. DEL RIO TI -WE fkuc�� IN d LE :��f ; "­` NG SE _R MANHO -xis IN 938.0 SAN ANSELMO FORCE MAIN CENTERLINE EXISTING VAULT C14 . ........ 7 8 5 J 'Y' . ..... 2� 87�432'1 2"E 0 L FM 10 t M, . . ...... 0 1 ss 6 Z�q -7 6+00, +6 0 p, 1 " N' I An 7717 7, 6 6 "A N + �7 SS S TA. 75+89.36 MA 74 ------ ------- lk STA. 5+07.62 RT 3.66 -U6 - _j Pei 0 C�AP )SW GRAVITY SEWER STA, 1+03.13 RT 3.66 GRAVITY SEWER CAP 8 STA. 5+11-00 90* ELBOW SAN. ANSELMO RD 16 ... ....... ru` E L R 10' trR' 0 A fu"% ESTRDA AVE SEE SHEET No. C4.14 D 40 80 1111� 0 40 80 ANO..".'�`%ELMO RD. 1 INCH 40 FEET INCH 4-0 FEET - ------- - - --------------- - - - --------- - -- ---- --------- 970 970 960 960 i to 0) �950 950 Z Z to Ln > 7- �940---------- ------- oll 940 00 00 U 0060 LJ11 W 930 ... ....... - 30 cn ZZ mum EXI�T`IING GRADE AT CU ­ i CONTRACTOR SH POTHOLE AND 1 920 -4- VERIFY DEPTH OF EXISTING INVERT 920 .. ........................... 7 AND SHALL SET EPTH OF FORCE M IN INVERT INTO MAN OLE 0.7' BELOW E IS"nNG- (0 :3 00 6" P VC SAN. SEWER FORCE MAIN 910 91 o tl 0 7r 0 .5- 00 cm 8"' PVC SAN. SEWER GRAVITY MAN + 0 48" MIN. �j 0 '-1 , I 10* PVC WATERLINE XISTING (I 77'�' + cn Z 0 ---- - ------- goo F SAN ANS -R-0 (I -CA,76� ' - ;� , icj'�� I LE 100 .0 HORIZ.- 1 =40) V Exp, 6/30 /0 2 & ESTRAD 1 =10' VERT. C-11vill- cn OF- C k 890 2+00 3+00 4+00 5+00 6+00 7+00 1+00 e^ w R E V I S ---1 0 N S OFF—SITE SEWER AND WATER EXTENSION N'0. 8 DESCRIPTION 0 cqff inon TO ESTRADA AVE STA.6+68.47 SAN ANSELMO STA.1+00 > ASSOC�ATES E N G I N E E R S - ----- CITY OF ATASCADERO, CA P 1. A N N E R S S U R V E Y 0 R S 0) �364 P(Ieift Slre(" -1V'?f_111( FXP, 6-30-02 DATE Son L�iS Obispo, CA 93401, JOHN �hSSF*-- 544 D-R'A ViN B"', JOS NUMBER '53C A L SHEET: _�'__IIGNED 8"": 0 Jjs Jis 990533.14 1 Atu C4.15 N 5 SH'T' AN 2 6 2= - - ---- ----- - - ---------- --------- -------- - ------- - - ----- ------