Loading...
HomeMy Public PortalAboutSanitary Sewer Preliminary Study Project AlignmentsU 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 See sr'c t 7'/ I' Q= IO.OMGD EL 4. CA Ad/ Ai 0 Z /A'L C c':4" z). 30% C "51./ N/. !r \t -,p h0 X X b' '' x �� 'F x !V 4. RE -4 L A LTERPJATE A 1,5 $ C PROJECTED Q = 10.0 EXIST CAPACITY = 8. I FUTURE REQ. = 1.9 C O &J ST R U C T 2921' 15" St 0.30% Q=2.G V = 2.8 0353 2. I V,75 = 3.3 Q = IO.O MGD 434 24  S'= C, 30 %, Q R / Ai G. 6.4Y 4-/2,4 DO WS " " `\ " O) x (1," x 495 2i" S 0 30 ` B. / 6. 43_> ' Z4' S= G, 30 c= r; / /Y G, " " X ��\," 0" x " FUTURE CONNECTION FOR RELIEF OF EL Ct MIPIO TRUNK LINE (NORTH OF 25TH AVEIJUE). S. P 7? 4D 1/4-5 as -40 F, X O�� 0.1O.OMGD T DEFER CONSTRUCTIO�%'J 356.7 ��4" 5-6, 36 4L. /kip, Fes/ �� GiROL/A 0S 0 0 0 N c�� tie a to If C 'Q h 9` 113 CO \" c' T 8 AL rE,Y M TS C 5; NO. DATE REVISIONS BY CHIC APPR. KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers �% Land Development and Planning 111 NEW MONTGOMERY STREET, SAN FRANCISCO, CALIFORNIA 94105 3627244 / /Z L /4/1/L/'A Y S %/u /i ALT E 2.\:- rz 1 QG/TE- C .P��4O..s'EC7 A/a. a', 5.4/1// 7-4/? y 5271/ER S4//.'ti4,' 70 C06.14rY C,4L/ArenA/4 DES. ,/'''s/00 ' SHEET DRAW. SCALE47/ , 68- �98 OF 2 0 APPROVED CHK. DATE Tr: ��S JOB NO. DRWG. NO. 5 REV. '1 • 4/ cC soL/TH Ex/sr S/M/yov asi //3"' /4// A -Q II.5MGD /tiL/ 47 \3x/ DEL 41/1/,4/2E- -a 0 A LTERNATE A 6 C PROJECTED Q = EXIST.CAPACITY = FUTURE REQ. = 11.5 8.1 .3.4 COMSTRUCT 1037' 18" S=0.3O% GI= 3.7 V= 3.3 0.75=3.4 V75=3.7 5 Q 0 Q S0 r e -Y4 6-.. x '0 }\5 750' 30 " S=O./e Q= 8, 4 6-. DO A —Q= 11.5 MGD (� — h , 302 ' 30" S -D. /e..)i 2' 84 /s'16.p' STREET 0 D 0>.(f) .2 40 NQ0 act 0o U-00 �Uw 0}o LLOQ- ALTERNATE A 4. C PROJECTED Q = EXIST. CAPAC ITY = 11.5 8.4 FUTURE RE Q. = 5.1 CoN$TRUCT 580' 2.1" 5=o.10% Q=3.2 v=2.1 0 75 = 3.0 v./5 = 2.4 /D% • A -Q=12.8 MGD *AY DEFER COMSTRUCTION ALTERNATE C PROJECTED Q = 12.8 EXIST. CAPACITY = I I. 0 FUTURE REQ. = 1, 8 DEFER CONSTRUCTION 1290' 21" 5 = 0.10% 0=3.2 V=2.2 Q/5 :3.0 Y75 = 2.4 • W. Q ( o '94tiT ST BEET AL 7t//I/,4 TE C 5 - NO. DATE , REVISIONS BY ICH'K. APPR. KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers ■ Land Development and Planning 111 NEW MONTGOMERY STREET, SAN FRANCISCO, CALIFORNIA 94105 .362.7244 • /0/7E L /tip/A/4 Y J77/0 Y U UTC C ,'0 'O,iECT 4/0 c ut/J it// Td.2 Y' SEn 1E,q 54.x/ _=7",-172-0 APPROVED DES. DRAW. CHK. S.44' tjdlr5, Cogj,yr'y' ale oriOdet Zel /" /�✓ �+ qp SHEET BILE Gs_ 49,9 OF 3 DATE JOB NO DPW(' NO I _ z E! C.4/W/ /O /-?E ' L. !lefii�.Jc7 f3 &a C J G 7 1C-©= 12.8MGO DE FEra CC'�35TS.UCTICDNJ- ALTEISPSJATE j C PRoJ ECTED Q = 12. 8 EXIST. CAPACITY = I1.0 FUTURE REQ. L 8 - DEFER CONsTRUCTION 1075' 21" 5=0.10% Q= 3.2 V= 2.2. Q.75=3.0 V.75= 2.4 • n-- C -C = 12.&MGa A L T E R Li.4 T E A FS C EXIST. CAPACITY PROJECTED Q = FUTURE RE Q. = N® COIJ STRUCTI O M CELv� 14/oz /LC ?WEE 7- r O C) U A-Q.S.;?MGD C -Q = 3. 2 MGD 2 r� o 0 Cr) 2 L)/ JO COIJSTR. C -Q= IG+MGD t-. i I 1- U7 2 0 0 2 ALTERNATE A F5 e C EXIST CAPACITY = 17.0 P ROJ EC TED Q = IG.O FUTURE RE Q. _ 0 Kio Cot.JSTRUCTIo►J \ RIM= 0. <a )11/41V. _ -- I I.'„,0 • 4 NO DATE f REV'StONS 3Y ICH'1<.VAPPR KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers ■ Land Development and Planning 111 NEW MONTGOMERY STREET, SAN FRANCISCO, CALIFORNIA 94105 362.7244 / 1 f A' APPROVED DRAW. CHR. DES. " SCALE DATE 0i3 C l JOB NO. I ORWG. NO. • SHEET OF 4 N. 7 'T.. F PROJ. t3 -c = i<2, {. ,4" MGD PRO". ,t i t f• A4'+ \..i G� f rr Li -.. ', 1-4TE A F3 a C r. IQ 2 hick cot�ISTR. A-Qa I G MGO I N. EXIST CAP - 1`7,O pRnu . c I G.0 1- FUT. REQ. _ Q.._ W? CONt-3TRUCTIc J --- 2 EX;r__ APAC iTY t i<•'m; _.: .__;; TED a T - E I NO CC) .,Tia,UCri :)r.� TE 1:), KJ%XTE A 13 + C PROJECTED . _ 20 0 I Ex 1ST GAF -'AC. iT'( = 1 7. 0 ( - i r �� I` is r .� � •� v. , fa.E-�. _ , 0 DEFER COtiJ�.,TRUCT I0N v.- , r /— ••'/ / / ) r C) C; a A L T. A F3 . C EXIST. CAP = 4.0 PROJ. a = 4,0 FLIT. REQ. _ 0 NO CONSTRUC T 10'4J A:Q : ao M S;<(,;) Es 0 t i : ALTER/JATE A EXiST CAr"'w^.r 1 i 'r' = i7 .0 ROJ�\,fit ...> = I nc> . I FUT . Co i is T R C 1 hJ t'. a 4 (7 ge- , J AA c.41- A'✓�... /3 4 a.` /-7 </- ry �. /.._. 14/4 y A- Qt, 23:AA (,..vD ', -1 VE //SL c/ . _C. ALTER t ATF A 13 C PROJ PROJECTED Q•• NY -4j' EXIST CAPACITY = 1.7 MOO FUTURE REQ. = ti1GL7 C 0 Li _I. 1-k U C , • I� 14 `� L E (_. 1 � = i ,J , L215 c'r_$^s V Y '-_ I••111•4•11111 I RIM n1/41 v = i 4. • ilDROj. e ALL. A LT} a E.. E PRO, E r'1 E D c _ 4 Ex ;TV= FUTURE r c0ki5TP, C.T C' H ::i.I 7 V -3.Z Q-1>: =I5.S Y".7 _ OF C Ckj ST 4 i )1`i C ()ST - F', e fl J r 4.1. 4 .7'XL "tc) ' R ? __ •'ai 1 iJvi=+ E.` 13 IAA — as Pc / ? l! t7 4 7- S KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers r Land Develop; fmt and PL,nni'ng 111 Nc.1w' MONTGOMERY STREET. SAN '-RANCfSCO. GAUP"RN'a 94105 t' 7244