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Sanitary Sewer Preliminary Study Project Alignments
U ALTERNATE SANITARY P,zoJECTEo Q=0.5 M.G.D. z/-5:0,43% Q-3&N/.G40. ), 4 /,Tf. 8. 52 83' /5" S= /33%I/ ✓5 7: 6 / -6.4/ EXIST. CAP= 4.6 PRoJ• Q = 5.2 FUT. Rect.= 0.4 R/m -0.2 /gk -B. 5Z 647' 24 S=D,//% G�"�BMla.� //.s_ 7.S Cow5T2OCTto tv /rid -92 78'C' 5:3./4 r Y5 r43 DEFER /✓ -g 58 Grew g/-41, /ter✓. -732 go 1.4 /50' 5 ...CV/9Z Q= D,8 38 P2a►. Q= 4.7 Exist CAP= 2.2 Fut REQ.= 2.5 ,Qm -a9 /77 i/ -6. �© PRoJ. Q = 4.1 Exist CAP- 1.8 Fut REQ.= 2.9 //7,;. -- 5 c 3 • .5.2. O 0 2 R/rrr- a099 //it/ -6.43 323"6 50.20; Q=o. /El Mc,.o. V5 /. 1 to l /av -e.4s k/.7 -714 /o /z/ -S21 ExtsT. CAP.= G.3 PRoJ . Q = 5.55 FuT• REQ.- O NOR' TH O 0 V - uj AO/ Ilip 1 tend -6.4, c QQ d J\0 RI 1 O 0 � 1 508" 27" 5,D./De/e) Q=6.3/11C,:OW5 e5 , .,, /y.v-9.24 5.55 No Co►a sr. Crode Bt&'74C /gd - 6.6 /30.6"S=o•/3% Or D. 2/ ti1.6.G Ys=/o in 2 nib tu • v . W N c0 Cdr Mir?? /08 />7Y.-9.75 EXIST CAP• = G.3 PRoJ• Q _ 5.G5 FuT. REQ.. 0 \n\I A YS,-1O/"E ,3z V 762' 27" 5= 0•/0% 0 6,3 41612 4 2.6- 5.G 5 %7irri t2.0 MO CO NST - - - /i7t4 -/0, 52 /2;975" S=/ 69' Mrr/ t/74 /✓-757 l�r2 oti :.\1) 5°.- D.-S=aDpi':- �=71 /Li°/_:%�-!/�=2..�/rry -9. G3 � Alo CONsTROCT►orJ 7.5 /r7✓9.87 /857,23" S=2,98X) Exist. CAP- 1.5 PRoJ. Q = 1.5 Fu T REQ. = O 5.4,5 /a✓ -975 /3AY,51-7/0/7E ail Y.5 I/0 EXIST. CAP = 2.1 P2oJ. Q 2.0. FUTu RE REQ.= 0 PRoJ. Q--: 2.0 Exist CAP= 1.8 Fur. RE Q.= 0.2 NO/R7W /OA ,'r' G?=S/M,.6. 1.5 P, 5 Pt/A'V E t. CAP= 05.1 1.5 `� O /�✓. 5.50 PRoJ . Q = >` - FurXts C) 34'/5 "SG.59 % �' V -- - - -- Q=.5./415. e27(2 /,/, c 0- 77,/, -5. C • " East CAP = I .s o P2o3. Q = 1.45 FuT. REQ. = c� 1.05 Zrr/ t 3.8 /rv-//.07 ,-/< t3.7/ r. v: -C). G90 I5" S=O.I2% Q = 1.4 Q75=1.3 V75=2.1 I.o5 V;t1 f c 75 O re t Exist CAP = 11.8 P2oa . = o Fut REQ.= 0 47/;77 /rrd. - 4 35 BctsT. CAP= 5.8 P2o3. Q = o FUT. ReQ.= 0 6.95 r 5.9 1.05 .11 Exist CAP= c5.o P2oJ. Q = 7.5 FuT. 2E0. r O ,C7 7.5 _ Na TA/ 0 wi- -'O asee /7 /8✓ - 9•z a to k Lei --/.< /., ov 53/, 1� `S,_ 0 0770 Qr 99, Q//(. 2 /77x -//4S NORTH/ /04 O STREET //it/ 9.87: 8.25 ExtsT CAP = c5.o PtooJ. Q= 8.25 FuT. REQ 0 ail YSN0/ZE L3L YO 0 ini 7.14_ / ' W /gig -//4.) V 0 w 255'6"S -D.30? Q ")� D. ?/116-.0 O - ao ?r N t /r/✓ ` r2:3 L224/1"(;•;T: F y, 8.2.5 750 " 33 " J (");:-' ' 7 0, 9D iv,, o. \ 1.r�> 1542 /rya -//. 15 /SAYS/a/0/2E /3AYSw0?E = O.4 9 /r7/,-/97 /3LYO 2500' 2711 S:-.0.12.% ✓ 8.35 7i/rtif;33' /g✓ -//71 EXIST CAP = PRo.3. Q = 8.35 FUT. REQ. = 7424-79 AYE. f";- 'LE,LE > A y: /-2/i7 7 G'= l✓, J. Q= 7.5 V= G.5 036=7.1 V.75= 7.4 Sour/4i /0,4,z,/O SSr EE'T Ez7sE WA Y \- 6.95 11.2. O P SS //1/, r ./RCN/ /`.' 5 / />/ X2 2 c 0 L ECE/VD 8.3-5 //7/ t.3, ele 0 /r, 7,287 2/5'i ..Q-D.✓7i<a Q =/.5),V11. -C. V5 =28 0 2� 3RD S 4TH AVE FREEWAYINTERCHG/D%✓• ,09Z /Z //7g /42./7 G.95 .� REQUIRES E ERAAIT DI V. H G H WAYS M 200' soRE 4 JACK 300' p tEL..l CUT 0 7/7/1eyry Sewer. Exist Sari. Sewer: Exist. CAP = 4.1 PRoJ • Q = 2.6 FuT Rect. = • o Exist. CAP.= PROS • Q - ,6 a 61 Dm - 1_6, "/G" ..'"= 0.33% FuT 2EQ = C7SAS jaw NO. DATE 2.G PROJECT AL TERi/ATE 4 REVISIONS BY ICH'K. APPR. KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers • Land Development and Planning 446 GRAND AVENUE, SOUTH SAN FRANCISCO, CALIFORNIA 94082 589-1240 ott, • /DEL /2'i /,VARY v T/DA V Az 7-67?A1,A TE /go U TE A/O.4 P/4OJECT yo. 3 SAAY/TA/?Y SE 4/642 0 V SAE /l�ATEO ; SA A/ MATED Cooc.�-Y, OZ/L©k',�I/A 4_/o_/� IDES.. I S�; �G i /R- eR I I s$ I 0 2.G '5 14/4&f /0L947.- STAT/O it/ 8.35 ti G.95 • vN 8.45 Lk, ki Q EXIST. CAE= PRoJ. Q = 11.5 1035 Fur. REQ. = 0 240&" ;36•' S=0.07% rte=//5/V:6.�. SA Y5NoRE /--7 EE I/vA iS A YS N O Tg E /3 L. v.a. W,wiw AVE. 205' 3G 5= D. 09% e4r/z/c/A AVE. //-7k-/.52 47."' 36" $ 209% ;)- /3/ir., 4-2.9 #a?ro/v Sr. 10.95 iri II 0. /,r-71.40 D. ce/ 9 •'S -o,/0 % /1 205. 3,6" S=D,/590 Q = /7 D /WC,. D. 637 //>v -/5,42 PROJ. 3F 8 ALL ALTERNATES PROJECTED Q = (4;,Sm 43•,c` EX IST CAPACI TY = .30.0 FUTURE REQ. = S 15.70 COiJSTRUCT G80' 39" 5 = o.iO% Q=fl V=3.2 Q15 =I5.5 V15= 3.ca NOTE c O% OF comsTriucTiom COST To PROJECT 3 6 40% To PRoJECT g 4{4 - .,3G'" S'- D, / 70 Q=/70/k/.6.,0 k-2.7 272 D. /ter -/4130 7)9 /¢ 581 8.45 1. roe -4' 1/2u -�/ DD 337' 27" S=0.213 Q = 8.5 V= 3.3 Q75=8 V75-3.8 F30RE. Fr JACK 13G 27`' S=O.21% Q= 8,5 V=3.3 Q.75: 8 V75 "3.8 SEE PROJECT 8 Q=23MGD FROM PROJECT 8 39"5-,,a/0% /7. 2 4/ 2. M:#77,4.5- 471/. -/Z8.3 55'/2"S=333 Q-42 48.2 PRoj . Q = 9,85 ExrsT.CAP.= 2.4 /.40 /./o 282' /3'S= % FuT.REQ . &4S Q= 2.40 .A l!-1/ /?/in7'6/.5 //n 7.8.9 -=!-()445) 8.45 Sot'7W /0,4,-/ao ST/?E T 2500' 21" S=0,2170 Q = 9.2 Q75=8.5 V= 3.G V75=7 4.1 SDvTN /©Ayp STEET /96' /0"5- 6:95 Q=/4'4o /eiir'/O./'c ///d" -x.02 PRos.Q= 8.45 Exist CAP= 1.4 FUT. REQ.% 7.45 PROJECT 3 AL TE/7V4TE 4 NO. DATE REVISIONS BY CH'K. APPR. KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers ■ Land Development and 446 GRAND AVENUE, SOUTH SAN FRANCISCO, CALIFORNIA 94082 Planning 589-1240 /- EL//w//t/A,2 Y c5-71/ 7 Y ,4 / TE/'A/M re /2OoTE No .4 774'OCECT A/0 3, 5144//TAR Y SEWe,' 544 /WA TED , SAA/ MATED Coo&rY C4L/ED,Px//A APPROVED DES. DRAW. CHK. . /'=/DD' SCALE�� 68- 4 98 JOB NO. DRWG- NO- SHEET 9 OF A Rcv /DATE /66 i ft I '- CTE.D EL C4 /til,'< 0 Q i o nnG o RE A L t --;057- X,', T //Ft 144 R M No Tiz.ucT10� --- 3Cc/2"'46,0 0.20% Farce �a<r� 0= AO /✓/ 6, 0 a (7 -�r l A LTERIJATE A F3 4 C EXIST. CAPACITY = 1.0 PROJECTED Q 1.0 FUTURE REQ. O NO CONJSTRUCTIo1J k 0 11 ALTERIJATE A 13 E C EXIST CAPACITY = PROJECTED Q FUTURE REQ. _ 5.0 4.4 0 NO CONSTR UCTI O N gz1.9MGD 5,40 /2" DEFER COtJST12, s ALTERNJATE A FS C PROJECTED Q = EXIST CAPACITY = FUTURE REQ. DEFER CONSTRUCTION 0 14.1 w 0 Q a Ln A LTERIJATE A F3 C EXIST. CAPACITY = PROJECTED Q FUTURE RE Q. a.O 4.4 O • A L TER JJATE A IS 4 C EXIST. CAPACITY = PROJECTED Q = FUTURE REQ. 12.0 4.4 0 NO CON) STRUCTIONJ NO COAJSTRUCTION Q = 4.4 M GD 5-t'/s T Q ; 4.4 MG D l7a ' /5 siitivv s_ 0,2z i� 340' /2" S=o,�G% 25O /5 S= 0. 3a% /.9M.G /. 4 M'. Cr. 1 3 M. C Cr r 7.1 _ _ A9(---64) q .4, // /Go -'" 42G /5 S - N0 CONSTRUCTION EL CA /v1 ix/o 340' /15" S= D, 2c3% Q. 3, 1.10 COIJSTRUCTIONJ • 24"5-G: `72%) 33 PROD. Q Q=8.3 MGR.„ SEAL Q \J ALTERIJATE A I3 4, C PROJECTED C� = EXIST CAPACITY = FUTURE REQ. 8.3 8.1 0.2. DEFER CONSTRUCTION DEFER CONSTR: ALTERNATE A F3 4, C Plzi`OJECTED Q = EXIST. CAPACITY = FUTURE REQ. 8. 3 7. 5 .8 DEFER CONSTRUCTION PROJ . Q = 1.7 0 V 0 0 m U n a A LTERNAT ' A B eJ C 300' I" S = 0.30% 0= 2.6 V= 2.8 0.75= 2.1 V.75 2 3.3 CONSTRUCT PROJECTED = EXIST. CAPACITY = 10.0 8. I FUTURE RE . .. 1.5 RIM re al. 19.° + -•g7 Q NV. -•81 MGD / rl/J C-, 4 7rvJEC T c�3 AZTE/?4/ TE C BY NO. DATE REVISIONS CH'K. APPR. KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers ■ Land Development and Planning 111 NEW MONTGOMERY STREET, SAN FRANCISCO, CALIFORNIA 94105 362-7244 r ,it -. - AA// Q /" r Y Ff-�^.e ^ /V(,%. C.7 �./ /7,f/ r �^.. ,"D' T r• 1, S<24/ 44.1.775,9 , S4V -9-4-1'fO COUNTY C/IIJ 0.2V/.fit APPROVED DES. DRAW. CHK. SCALE 768 DATE G8-4% 8 JOB NO. DRWG. NO. OlHEET F 5 " " N . C " " / / x 1 S e e s r '