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7654 APPROXIMATE QUANTITIES COUNTY OF SAN DIEGO, CALIFORNIA RC=-1.60% per Sta. LA COSTA AVE. OVERHEAD STRUCTURE EXCAVATION 320 C.Y. AT A. T.9 S.F. R. R., 500' C. STRUCTURE BACKFILL 194 C.Y. Bridge No.A21 -1 - 0I S. No.90 + 5.1% V. -2 .9 % Near Leucodio P. CLASS "A" CONCRETE 365 C.Y. GENERAL PLAN ti u) BAR REINFORCING 77,200 LBS. As note cu Sheet I of 10 Sc°Ie:Hariz. noted Vert. As o BARRIER RAILING (Type 1) 136 L.F. W.O. -03 -207 F B } PROFILE GRADE ° ++o w BARRIER RAILING (Type 5) 136 L.F Recommended by: Dote 14 N m v > Dote _o � W Approved by � -/ DOw D°18 9�7 GG COUNTY ENGINE R. C.E.9091 115' -0" COORDINATE INDEX 336 N 1675 E Along t Bridge 0' -6" 38 -0 38 0 36 -0 Constr. /0 -3 -67 As Built Rev. 22 -68 ' " ' -" - Jr 3 B.B. Abut. Abut. N9 REVISIONS ° Description By ADprovtd [Dot* 34'- 0" AS BU /LT REV /S/On/S TM T ,I I' 14' -O" 14' -0" '. " 1 ' 0 " m MOD /FY 6R /DGEA8U7 , VO./ La Costa Ave. * �l 4 "A /,PBLOW/VMORT _ I _ _ Approx. Orig. Ground _ _ — _ — Sorrier Rollin g Profile Grade * - WJ E OETA/L A . � ? E1. 50.5 Type I - 2% Type 5(Modified) °' Barrier Railing r l \' _ �► E/. 46 5 I_ —� �� v Abut. 4 m �. APPROX. OR /6. - c Abut. I %� c vo. caD _ t A.T. 8i S.F. R.R. 3 2' .f �E ©6E OFBR�oGE —� 2• ¢" A.S. V&6X6X /0AtlwAf. I I CONSTRUCT ' E 30. DETAIL " t-- -t-'_ - '---- J - - - -J EI. 30.0 -� 1 "x8 "WAL4 PIER 2 PIER 3 �► '� -2 DATUM ELEV. = 26_ U (0 ~ ELEVATION Scale, I "= 10' -0" xv 1; L _ A I I 4. TYPICAL SECTION Scale: 1 /8" = I'- 0" o f Fill - SKEW \ 0 200 54, j / o v 2+03.00 / 2 +41.00 z 2+58.03= � +79.0 3 +17.00 59.14 2022 +78.84 62.04 0 _ LA COSTA A _ _ 2 N 54 04' 07" E R.S. 1796 3 ". c INDEX TO PLANS `r I. GENERAL PLAN 2. GRID GRADES 3. FOUNDATION PLAN 4. ABUTMENT DETAILS 5. PIER DETAILS 77 - n o f Fill 0 6. SLAB DETAILS— 3 SPANS 7. BARRIER RAILING TYPE I 8. BARRIER RAILINGS TYPES 2,4,5 o \ 9. BARRIER RAILINGS DETAILS O PLAN Scale: I "= 10'-0" IO.LOG OF TEST BORINGS rode to COUNTY OF SAN DIEGO, CALIFORNIA LA COSTA .AVE. OVERHEAD AT A. T 1 S..F. R. R , GENERAL NOTES Now Le icadia DESIGN: A.A.S.H.O. -0961) Bride* No.A21 -1 -9I S.P. N0.90 LIVE LOADING: H20- SI6 -44 GRID GRADES REINFORCED CONCRETE: f =20,000 P.S.L N =10 Shee _ of 10 Scale: Horiz. "- 10'- O' . Vert. None fc= 1 P.S.I. W.O. VW3 2078 F. B. FOOTING PRESSURE: (Tons per S.F.) Allowable Design Recommended by: Date Abutments I1 112 Piers 1 Y2 I 1/2 c Dar Approved by: � � �� Dote h ti COUNTY ENGI R.C.E.6091 - c . COORDINATE INDEX 3" N ISTB E. � Constr. Compi. Dole /0 -9- 67 As Brill Ihv. J- REVISIONS N9 Description By Approved Date 1 1 I r � r r 1 I '1 1 YI 1 1 r i 1 i / I 1 r 1 i 1 I ` I ^ T ^ y C 3 u y s o I-- V nr M Zr e, y CF EDGE OF DECK o Gt✓ � Gv � h9 3A 59 0$ 60 �\ 5) 0 6\ 63 6\ $� 6 Vic` 62 23 0 6`L � 62 5a / \ 0 � yg 6O 02 �0;3 6O y9 60 86 6\ \p 6\ ,h-y 6\ 5 z N 54° 04 07 E / _ _ LA COSTA AV 2 3 RS 1796 o o� EDGE OF DECK Note: Elevations ore figured from E ® 10' intervals. These elevations ore at top of deck and do not include camber. (/s ? D. o/)1V COUNTY OF SAN DIEGO, CALIFORNIA LA COSTA AVE. OVERHEAD AT A.T. IN S.F. R.R., Near Leucadia Bridge No A21-1-11111 S. P. No. 90 41 FOUNDATION PLAN \ 4j �0/ / Sheet 3 of 10 ScaIe:Horiz. " - 10' 0 None_ p W. 23-207 F. B. / ro Recommended by: Dote -- Dote Approved by / mot S " U �L7G CONTY ENGINEE R C.E.8091 COORDINATE INDEX 336 N 1675 E Constr. Comps. Date 67 As Built Rev. REVISIONS N Descript By Approved Date t 6 CV ti I 1 / �,,, � � a te• � ^� / m i i i x/� h �Q• � 50.5 / C' (3V 8 ' A, r 0�/ *A ti / 30.0 ti Q h Q / to v l 2 x� 0 N l ^� P h� JQ o >. 3; e 6 \ COSTq AV . 5 off/ C �c 0 H V `'fib / \ r \\ t` \ O 54 0 e o ar c v 0 �o Q• h NOTE: DIMENSIONS S ELEVATION 2" / ro ARE TYPICAL FOR ALL / h r F0071NGS 0 PIERS 2 3 / 2 ��• / 91 1 Y / 1 a� NOTE: DIMENSIONS 8 ELEVATION AR TYPICAL / p FOR FOOTINGS (iD ABUTS. I & 4 / ro �P P / M / Mo r) e / NOTE: B. M, NO. 4 ELEV. 52.61 0.0 Indicates Bottom of Footing Elevation. CHSL. SO. ON N.W. COR. OF CONC. DRWY. FRONT OF RENTAL All Footing Bearings on N. 15 01 15"W. HOUSE NO. 1935. 25.5 E. OF RS.346 VULCAN AVE. OPPOSITE IL OF DATUM: U. S. C. 8i G. S. SU FIS I si;: a4K✓71is.. 3 COUNTY OF SAN DIEGO, CALIFORNIA / _ LA COSTA AVE. OVERHEAD 1 AT A- i MR , Slid a No.A21 -1 -SI S.P No 90 / ABUTMENT DETAILS / SMet 4 of 10 Scele:Nerii t•et#d VerI. %W* • W. O. 4*3-207 F / Recommended by: or F'B. ¢ - F Dete / abut. T& - • Main slab Def tc5 tot. 3 reinforceme Approved by „ Qty Dote 0 S r --- � I COUNTY ENGINE R.C.E.fOfl 1 1 COORDINATE INDEX 334 — N . 1 1 9M E L Constr. Compl. Date - As milt Rev. REVISIONS N4 Description by Aproved / LA COSTA AVENUE _ _ _ CS IZ R.S. 1796 N 54 04 07' E PitOG • to ¢ o I i � • I � r (IV Z okZExp.Jt. Filler •°' 3 U Y I S "x 5 3'e� Ke N y oo�u / 5 0 12" *5 tot 6 c \ mss" ci. 2' -6 2' - 6 " O 5 1- 0 of 74L NOTE: Abut. I Shown W Abut.4 Similar TYPICAL PLAN SECTION A -A SCALE I/4" =1'— 0" SCALE 3M "= 1 0" rr11 g #4 u (L Abut. for c;urb ra W4 2- 10 X 13 -9 see n9DIE , ° Barrier Railg heen. I -� ot4 TeT. # 10 V�M p #4 U e 4 �S �M # 4 FD tCCM�iYT 1i 4Qj.Z I m U 1 *adD Iz, inside face s� Barrin SECTION B—B W4 10 tL,outslde face WA-E 1/2 " =1' -0" TYPICAL CORNER DETAIL USE FILLL Ar R CVTE CORNIER ONLY r WINGWALL ELEVATION SCALE 11to 1' —O" ,P.S. S.P. 90 4 o /o COUNTY, OF SAN DIEGO, CALIFO LA COSTA AVE. OVERHE AT A.T. a S. F R. R,, Near Leucodia Bridle No. A21 -1 -BI S. P. PIER DETAIL Sheet 'S of 10 Scale: Horiz. noted Vert. W.O. 4L3 -207 f. B. Reeommended by: " Date Dofe Approved by: ,dam ; � � � Date COUNTY ENGIkEEOF R,C.E.e091 COORDINATE INDEX 336 N 27R E Constr. Compl. Date /O -3 As Built Rev. 22 -fia REVISIONS N Description By Approved Date E Pier P_ — 1 5 3 • 6 6 r - M 8 TOT. 10 I -.-' Roiling not shown ------ r d 8 TOT. 10 Edge of deck / +M 5 O 8" (l Edge of deck Place parallel ,, fo ¢ roadway. @ 8 „ 3 STIRIeuv SPAC "3 U C c W M ; m V E coluno E column t_ 2'- 0 oil tet.10 I .. , # 11 tot. 10 s ^ tp _I M1) s tD -� 1' -O" X I'- L" x I� N K6Y s ELEV. 30..0 -1 TYPICAL. 4'- 0" 4'- 0" 19 r 060 8 BOTH WAYS — a i l 0" ELEVATION SECTION A -A SCALE 1/4 : 1 - 0 WALE 3µ "= i' o" (,P.s.i S. P. 90 s o' /o L=Len th of Son 38'- 0" COUNTY OF SAN DIEGO, CALIFORNIA r pe of S on a B v v v v v a v v LA COSTA AVE. OVERHEAD Size 10 AT A.T.& S. F. R. R. O $ Length 60 - 0 z ¢ L L r „�al \`�' \`� L/4 Near Leucodio y ~ ; S%ze 10 ¢ ¢ Bride No.A21 -1 -BI S.P No.90 ,� $ LenpAb 19 - o " — SLAB 1 � X 81-611 N & Notes Shoot 6 of 10 Scale Horiz Vert.pLhWW I � 4 Ir S /z e # 11 W. o. 3 -2075 FS `V A L ength 11'_g" 2 / 2 / ,� E Top reinforcement to be Recommended D J I I V X 5' -0" o � _o spliced 35 dio of or near y „� O O 12 Size #10 7 S P.�N / SP A N 2 SPAN -3 L L - - -_ _- o C o L Q C Spa,/ when necessory Dot - , I I I "I Len Ih 40' -0' 39' -6" bl Bottom reinforcement to be Approved by : Dote Z/ ZAL h size 010 #8 COUNTY ENGINE R R C E 9091 s /iced 20 dia. of or near Q1 a L ength 32' -6" 29' -6" SU/°E�P S TiPUC rlJl2E PL 4 CING D14 GRAM CAMBER DIAGRAM r Bent when necessar - w X 6' -6" 4' -5° y COORDINATE INDEX _ 336 _ N. 1675 E. Qj o Sire 1I II /VL4m /b er -s /� E ® indica/-e sequence o>` p /QCiny su/oerstructure IOTA L SLAB DEFLECTION DUE TO DEAD LOADS Constr.Compl.Dote /0 -3 -67 A Built Re 3 -22 -6d o n concrete. QZ may be p /aced s %em /taneocc / uiifh /� wf,en REVISIONS p o ength 24 -6 24 -6 / Xf 10 6' -9'I Q raved R1 th E'IT ineer and rov/ded Maf fhe / seCf /OrtS Q/e N Description By Approved Date i y 9 3 The totG/ def /ection wrll be reoched oboist 4 years after _- - - - - -- - - - - -- p /aced ire ad�'oihir)9 soars. DIV Steel Spocing 8 12 fGlsework removal For values o/ hme of fo/sework removal Distribution steel spacing r- Thic*ness of Slob 19/2 div/de those shown by 4. measured o/ong f Rdwy S=Bor Spoc/ng 6" The amount of comber for construction will be determined C/eoronce to mo/n by the Eng/neei reinforc %n . Deflection of 09 1 00' Midspan d L = 38' -0 L = 38 -0 A Son L - 38 - 0 f Abut ment f Abutment p Bent B Span Brut A Spon S S S 6/l Edger flnlsh 1 '4 bar chars (G) 3'-* transverse /y I 2 ° cl Fill with asphalt 18 and 4 %p _t longitudinally. 1 1 ,� Note. Transverse /oinfs, if used, 4401n slob ►� \�' F / to be located of 4 point of span - -- re/nf i0 cant and long /Jud'nal jo /nt to be 5 Distribution steel, ' 3 ~ ~\ l located Gt edge of traffic /ones 5 18 center half of Spon, 5 18 /4 drip groove �, 6�/ �\ unless otherwise permitted by see chart for spacing the Engineer. - - Transverse slob re/nf. Place oral /e/ to p Bent Reinforcement continuous through joint. • I L ONGITUDINAL 'SECT /ON EDGE OF SLAB LONG /TUDINAL OR TRANSVERSE ' E TA IL SLAB CONSTRUCTION JOINT © A Span ©A S pGn -- r A Spon ©A Spon S */0 coot. Edge of slob--,, ' © A Span �o A Span Curb�ond roiling rto/ shown If Abutment 1 Abutment front tote Xc f Span X c Xb T_ Bent E Bent Xb 2 /2 C Abutment REINFORCEMENT-TOP OF SLAB ,E Abutmen> L 14 ©A Span g Bent ©B Spon ®B Spon F_ Bent OA Spon l * 4 bar 1 QA Span S aeA Span- f0B Span */0 cone Edge of slob (Z)A Span P A S on 4� or Q) bars I *'l0 (o edge of slob *7 �_ top Grid bottom of slob BAR CHA /R DE TA IL OB TUSE CORNER DE TA /L Xl X X REINFORCEMENT- BOTTOM OF- SLAB 41VE LOADING.' H20-516-44 B ALT. - - - - -- - -- — -- _ - -- - - -- C k ' S /�9� s� 90 COUNTY OF SAN DIEGO, CALIFORNIA LA COSTA AVE. OVERHEAD AT A.T. a S. F. R. R. Near Leucodia br idge No.A21 -1 -8I 0 P No. SO PARRI Shoot 7 of 10 Sco1s:Horiz. Vert.�{ w. o.4 3 -2076 Recommended by: ._ Dete Defe■ Approved by: COUNTY ENGINEEEE R COORDINATE INDEX 336 N. 1676 , E. Constr. Compl. Date /0 -3 67 As Built Rev. -2 L = A REVISIONS N Descripfion ft Awovee t• Roil post onchor bolts '� 5 x4 totes/ 4 • • • i • • • • •I I• r--- - -I - -- r -, — — —� - - -- - - -- -- L_J L_J -� T TAT • I• • I• 4total 6 � Electra /ier 3 � O r inin. �. * 4 ^ � top � � Pull box Type I 314 "x e" bo /t � DECK JOIN PLAN with hex. nut and 2 3 14 3 " See Note C I /NTERMED /ATE JOINT washer (o// yo /r I \1 See Note D y r — -- Len - - - - - -- - - -- - -- - - -- / //4" x / = O "bo /t with Len for paymen> I 1 hex. t vl and washer /" /!0 /O' O " maximum (o// yo/vanized ) Top ofendpost — -- _ /0- " max. / 7" 1 7" / =0" , / Para/%/ to rail cop ,� e /O - O max. RA /L POST ANCHOR BOLT DE TAIL profi grade - . — - - -- Place normal to roodwo 5 4 tot. 5 each side of joint. y,orofi /e 6 YT A ,� E /ectro /ier anchor bolts. Parapet 8 Al ; „ -- - Omit chamfer of elect o /ier -_ 4 CCU 9 total 3 electro /ier /-O Q \ shim as required. # 5 �a- 9 -, 5 l ` -- J 6,. 9 moon. 5 e , 9 10 # ,o a 6121 4 Sl 4 Sl ' �L L& 9 9 // / / �,r 4�a 9 total ,3 -- _ - -_. _- r a-L - .._. _ �,� - _ _ tro ancho bo /t s , „ 6 4 f loto/ 5 �I - - yr (a // railins) 8// WWI I Top of de g ck • r- p 4 a 4 1 . a \ a Q e a a a 4 p Pull box Type 4 ° yv - .`la ° . /_. 1. 1 41., �. �►. - a a 0 4 4 C 4 °4 a�a n Q _ . . \ C P lace normal to ) 4 4 on /ow side prof le road when ,� way - # 4 5l Ca � q x /'2 /' 4 T1 total 9 w re %votion exceeds 5% " END POS � /8 4 � C l8 , e # 4 Bowe ls tot 4 # 4 � /8 Some steel as at 4x � 4 dowe /s O tot 4 5 � , L tot 9 deck joint. -- Edge of deck DECK JOINT EL E VA T /ON 6;1 \ 4x5 -O tot 4 total 4 See Note C. TYPE / RA /L /NG SHOWN EL ECTROL /ER # I Chamfer 5 ; / /ATE ✓O /NT 6 � „� 4 /1 INTERMEDIATE SECT /ON A - /'O” See Note D „ 7"i 7 11 / =0" 3eachsidepu/ /box. 8 /=0 Future end of pipe roiling + / "c% % tr E c oller anchor bolts. M NOTES rz 4cont. tots ° = z T A. Roi ling shall conform to theoreticul horizontal and WrIlcol alignment. __ _ '� o �• -- - . Omit / " chamfer ; �u Cons joint #5 �v t. , p 9 to be in p /ace A for /' 6" at _ �, �. B. Posts sho // be normal to roiling. before deck concrete is ; e %ctrolier. - - o Gutter grade 0/aced. Contractor may Edger finish. -- Some steel as above -- -- C. Curb and roil joints shall be located of a// deck i jo nts. ✓amt size to match submit alternative detail actual w/dth of deck opening. See deck joint detail for limits of 1' 4 ti I # /8max. h - - Or method ofp /acing expansion oinl filler. dowels foropprova /. Gutter grade 4 4 Q Q a 4 a a . a / * 4 x 1 '2'118 max. a * 5 continuous 9 D. Open intermediate curb and roil joints shall be located at If of piers, Type /A is simi /or to Type / Q) 3-0 min. Pu// box Type I abutments or bents and at uniform spacing. (40 - O maximum ) TYPE / except as noted. Concrete: 1.39 cu. ff per lineal foot TYPE /A FUTURE ELECTROL /ER E. Dimension will vary with cross slope. Reinforcing: lO. l /bs per lineal foot Concrete: 1.39 cu. ft. per linen/ foot F. Construct 3 " dee x /2 " wide overflow scupper Reinforcing: 9.5 lbs. per /inea/ foot Ct p 2 "above deck of low points in grade. I G. Walls are to be backfi /led before railing /s p /aced. X68 H. Clearance to reinforcing steel in curb and railing to be /". Lon itudin reinforcement to stop at a// joints. g a/ 7 .F /o - COUNTY OF SAN DIEGO, CALIFORNIA �4r 6 /' 0" LA COSTA AVE. OVERHEAD " AT A.T.a S.F R.R. yp -- Te 2A, 4A, 5A railings Neat Leucodio E /ectroliei al ore sim/lar to Type 2, 4, * 4 coot. - Permissib const otnt ' o and 5 railings excep 3/4 "xe "boll Id a No. A21 —I— I .p N total 5 ` as noted. p a viih hex. nut and 2 31 4 ' 3" anchor bo lts _BARRIER RAILINt33 TYPES 2-4J R Sheet —8 of - - 5 Q osher (oil golv. J • - 4 z C �I O O 1 `' � i _ M .�•I,! SI` W.0.3_ 2073 Scalt:HorizAeNotedVtrt,�t� w 18 m Qt', - i,. I * �e Recommended by: tr '� , %2 "r ,�, To of walkwa /t1 xl' -o "boll wish r Deft 5 a �a /8 o p y ae ( o// railings) 8 - T hex. nut and washer — - -- — —_ — - -- 1 Approved by �- . a 7 I a � � 3 , 0• a C a (ol/ go /vonired ) "� n �L — Da te e – i - _-� L�L a O Tap of deck _ p E RR/ C E $011 ,'� LJ ty COUNTY ENGINE 41, / r Opt T 9 F a :: :"" RA /L POST ANCHOR BOLT DETA /L ` r COORDINATE INDEX 336 N. 1675 E. r �: 4 �r /e ht /'/ #Qhl � ��— \ y C / Pa/aDe1 f- Constr.CompLDott /O-j-i7 As Built Rev. 3 -22-id 4X/-2 C� /8' 2 B o # 6" Gutter 'Exponston joint filler N° Description REVISIONS By Approved Do►e 4 con). a 18 t TYP Gutter grade' 5 9 grade Edge of deck __ (total 3 mint ES 4 49 5 TYPES 4A 8 5A DECK ✓iT DETA /L SECT /ON A -A Conerefe : 6 /3 11 ft.. per /inea/ foot For 5' O "widfh and Concrete : 6.51 cu ft. per /inea/ toot Type 2, 4 8 5 Reinforcing: /8.7 /bs. per /inea/ foot /% % deck cross - slope. tReinforcing 195 Its per 11neo/ foot Roil post anchor bolts '�5�- 4 x4 - oto ° 0 O it at Iiii ie ell III el e 4 tota/6 - t- I i r of 0 2 . .. 5 r 9 , - Len�Jh for payment DECK ✓O /NT 4 coot E /ectro /ier 3-O min. Pu// box Type 9 PLAN 2-6 / /-o /0 , 0 " maximum I I/ , c Top of end post -- — - -- - __ -- /0- mox / -0 7 � 7 / -O /0 "max - - - - - --- - -- -- -- - - - �I q) parallel >o roil CaO "5 ? `,° 4%2 profile rode Place normal to profile #4 _ -- �� i A i E /ectro %r anchor bolts l' p / to>o/ 5 each side of joint i Omit chamfer of e/ectrolier L _ __ l I r shim as required ' @ 9 9 " x 5 9 / I 4 total 4 ^ 2 h - 5 1 9 9 ,. / h pull bo min F -fill 4t-1 Iota/ 5 -F - a To of deck r , - - - I 4w_ —.__ /�• -. —� _p '. o. u a' - 'd �i � - +s• a ,� r a a- c -I'Q .n °. I a I - o a _ � � � o o, v. ' ' a _ a ' ,� fo Place normal side wh n \ # o �� '�" - - o h� 4 on low 4 ,� o A /o o „ superelevat on exceeds 5% roadway profi /e 4 � /8 max 4x/ -2 `aa7 /8' 4 ` 018 *5 � total 9_ �r �_ =__�5 4 4/ total 3! � # 4 1 /8 max. Some sfee/ as of deck join!. END POST DECK JOINT 4 each s de ofpu/ /box EL E VA T /ON EL ECTROL /ER INTERMEDIATE JOINT -Edge of deck See note C and TYPE 2 RA /LING SHOWN 4--� NO Deck Joint Detail See note D -� l Chamfer /-O 7„� l -O - -' -- A. Rai ling shall conform to theoretical horizontal and vertical alignment Future end of pipe roiling ---- ' F. / c l E /ectro /ie,r anchor bolts C - - B. Posts shall be normal to railing. o l _ O „ 2, 0 Omit / "chamfer C. Curb and rail joints sha ll be located at all deck joints. Joint size to match �; --- - -- o �'� for / 6" of actual width of deck opening. See deck joint detail for limits of It h # 5 / � 9 " Edger finish. i�, r expansion joint filler. +� n C/ N �'6" 9 n r � A Cam/ .F., 5 r �, � � / /2 o i � / - �' � D. Open intermediate curb and roil joints shall be located at It o piers iers -- Some steel as above ; q) a t y p " - abutments or bents and of uniform spacing. (40' -00 "maximum) opt - �f ��� � � E M Const /otnl p Q ,' E. Dimension will vary with cross slope. /o „ i E 4 Sl C� 18 h 2N- y c '5x 3 F. Construct 3 " deep x 12 " wide overflow scupper 2 "above deck at low '4,t I =2 "#a 18 max. Gutter grade ' - - i\ points in grade. ' , Gutter grade 4 coot. fatal 7 M f 3' 0 "M/n. ( Pu // box Type II G. Walls ore to be bockfi /led before roi /in is /aced. O g p 4 w 18 max, � TYPE 2 TYPE 2A FUTURE ELECTROL /ER H. Clearance to reinforcing steel /n curb and railing to be /' Concrete: 3.43 cu. ft per /inea/ foot Concrete: 4.30 cu. ft. per final foot reinforcement to stop of all joints. Longitudinal Reinforcing: / 5.8 lbs. per /inea/ foot Reinforcing: /66 /1 per /inea/ foot I. Details for BARR IER RAILINGS TYPE 4 and Type 5 are Simi /or except Type 4 uses a single roll and post with choirs /ink roi ling. See "CHA /N LINK SIDEWALK R TYPE 4 " C! c 1- 7 — i E IVI post / r At•x . /. M SAW be Pwvpet I I t0 SO/M S /I•. / " 4 ` 7 ' « 5"/D. per 3 / " COUNTY OF SAN DIEGO, CALIFORNIA ' Thickness OYE RHEA D COSTA AVE. • AT A.T.SS. F. R.R. - - - - - - - -- _+_+�±�s� -- = I a = Near Uucadio - -- r -- - - - - - -- 3 _ " *AILING DETAILS 't \ J' Sneer I ' " t " "' �� Ol f_ /• rail st. \ -- t--of_. 10 —Score Noriz� I � "f 1, I I 4'i Z / N - i6 " O/ d 4610 roil pose w_o L a -toffs - -- -- -- -- .�l - - -x - - - - -- r1 -- - -- h /Pr r y i 2 " 11oc•m - _ /f Date mom ' s s s` Dot a it Approved .+ aYo. /Mohr pipe s/ssv . ? • _ �` - _ r ' E ` R T E 8 E 80 s /•eve. Tliv'ckness= G COUNT ENGI - -- • �/p " /� / is " X /` " ,t�/� ? P COORDIPPI INDEX 3_3 — N 1675 E. r /b0/• %n ie pp . Conn I. Dole _ iL As Built R ev .1-22 -6e O r l 9i p - ?' REVISIONS " vCi rr N° D•scriphan BY Approved Do►• 1 V 4 / � r -- - - ? x2lr ".wash . — - - - -- I f = + N A " /"� bolt,,? hex rirn* P 4 i q - - - - -r _ I 07d washsr, (3 /4 Math T e6 .4 �• : h � � y �(,� r h " r CONN CT /ON = = 4r = C y 4 4!t P - - - -f 1 /0« �— 4 FRONT VIEW SECTION D -D S/ dig. - Si /� Drive fit. - REA/Q V --- !EN! 5� "dio. -Do� /t yi/ pose. S/ GL E RA POST = E roil post ' //4 "(At ex . 't. in deck roll it. sho // It C' ` " * " did. p0/OPBt 2 5 S/ « y L = L -�.J A00 increased to some size.) � , q" I „ 1 sr � 6 it ire - - - - - -- 5 "/. D. Pipe- .j I r -- --- - - - - -- - - - - - -- --. Thickness = 1f6 Lr 3 � SECT /ON JT 6" 2 " � r V r I -�. - -- - ' " 'SECTI F -F Z N -- -� - - -- -- - -_ - -- -- - N B -B RAIL CAP _ /O r !�'Z" � _ SECTI /s 'r 'h - 4 %6rr /.D. x0 =/O "pipe sleeve. Thickness= %4 ". :� t Blend area - Blend Mto boss area. ThfcArn•ss as Mgred Bock of web on It parapet "slotted ho%. -' , 06 r 5 " /.D. I 1 I I Thickness 4 - _ \ ; �-- I I d / �1 i► IV / \ / « rr 3 4 =r // I 2 s I i = 9 « 16� L \ e I r I O 6 ; ; \ " 5- " " 9 \ Vertical � B I _ 9" SECT /ON E -E ETA /L h\� SHIM D \� � ; SECT /ON C -C �M �� « l " _ Notes: //* C = - "� /. At the option of the contractor, motsria/ for the roiling sho // be ferrous or = s C o /uminOUS. Detai ls are shown for o /umi/vm pipe roil. Steel pipe roil shall be J116 fhk*' with 5 "I D . Rail post \ 4r2" \11, " q r h� "'� dimensions shall be rov %s•d Os n•c•ssor to fit Me steel All pipe s /ervs stall hnw o thickness of !r4 ' PI FRONT V/EW SECT /ON A -A O RA /L POST REAR VIEW 2 For roiling on o hormanto/ c urve of radius /OSS than 150' the pipe roi/ and sleeves sob// be bent to fit the curve. r COUNTY OF SAN DIEGO, CALIFORNIA LA 4VE. OVERHEAD �„,T. S.F. R.R. Lt coAia i- LOf� IN Sheet IQ_ of �_ _SCa1�.HorII• P� ne1N Vlft•I�tS y t 58.03 W . jM 3-2075 F S. — CO 2022+75.84 R.R. Recommended by: __ Dote e� D /9�d ?� it Q 0 P R.S. 1796 Approved by: N 54.04' 07" E Dart �T� j B. M. NO. 4 ELEV. '52.61 � �� Z 3 B -1 C OUNTY ENGINEE R C E 8091 CHSL. SO. ON N.W. COR. OF yeti vow cooaolNATE INDEX CONC. DRWY FRONT OF R�NTAL HOUSE NO. 1935. 25.3' E. OF R.S.346�P / _ VULCAN AVE. OPPOSITE STA. 84+ 76 Constr. Compl. Dote fi -J 61_ As Built Rev. REVIS IONS DATUM: U.S.C.8 G.S. v O N° Description By Approv Dort _ - --- V B -2 PLAN - -- SCALE 1 " 820' -0" d Y C p C W ti x r Y e O M w � O a 60 Z 60 APPROXIMATE EXISTING -2 GROUND LINE ALONG R.S.1796 %GRAVEL s -I % SAN D %SILT BLOWS WET DENSITY W /Ctr. %CLAY SAMPLE SIZE PER FOOT OISTURE % COLLOIDS DRY COMP 1. If J3%1 74 13 13 9 1.4 22 f 111201 2%1 16312 13 9 1.4 470pf 115 13Q 18618 16 141 DRY SLIGHTLY CEMENTED COMPACT 1lED01 IMOWN MEDIUM SAND 1.4 21 f 102 3 190T4 6 S 40 2,4 44 f DRY DENSE MEDIUM SANG 1.4 200pf 100 I 95 4 I I L4 6 f 107 11%j 19117 12 10 DRY COMPACT MEDIUM SAND F1.4777 bpf I I I 0 90 S 2 0 i.4 330 f 100 2 79 13 S S LENS OF GRAVEL 1.4 4 f 104 17%1 178117 15 12 WET DENSE FINE MICACEOUS SAND 1.4 30 f 118 Inq GI 115 14 121 20 0 1.4 114 121%1 181 11514 12 WATER LEVEL 1.4 f 1121 12 1.4 21 100 7 23 65 48 WET COMPACT FINE MICACEOUS SAND 106 140d 14 1291GO151 I 10 WET COMPACT GREY SILTY CLAY 1.4 9 f 1106 1464 12 23 65 43 0 2.4 30 f WET SOFT To STIFF SILTY GRE CLAY 0 L4 I l b f III 14OW F3 139158140 1.4 IOb f 109 6 131 163146 CLAY WITH SHELLS -10 -10 1.4 17 f 112 15 T 4 62 37 52 bpi - 20 WET SOFT SILTY SjWD -20 ELEVATIONS PROR LE SCALE I'" 10 ° -0 CLASSIFICATION OF MATERIALS BASED ON STANDARD GRADE SIZE LIMITS LEGE OF EARTH MATERIALS - LEGEND OF BORI N OPERATIONS 0 AANI; 100 Gravel Silty Cloy or 90 0 Diagram show ng the basis for estimates of Clayey Silt o' 80 `9 grade size distribution used in determination of of class names. If gravel s pri:sent in appre- Peat and /or 70 4 clable amounts the term rovell mo be Sond � _ ' I Sampler Boring ( dry) B Na 60 ' q y y c offor = = -.I OrOoni M �� Top Molt E4ev. 2.5 Description of Material 6 added to the class norne,viz gravelly sond. 4. 60 w Tne terms �coarsP� medium' and fine when used Silt ,Fi11 Matoriol ize Rotary Boring lwet) Cosing Driven Unit Weight (W /cu.ft,) r 7 _, ' C to describe sand, s t and yravet refer to Size of Sampler(inches) "` / % Moisture TY_ L4 4 0 standord rade size limits. \C Consolidation Test O 30 0 Auger SOrin g Clay [ I4neous Rock O / „ZE e (dry) c0 C AYEY SAND C �t_Y S!' Q Q Blows per FOOL . - El ev - 0 Sandy Clay Or Sedimentary Rock fusing a 140 lb Date Measured i p I O Clayey Sond Conformable Material Change f hammer with a 30" .�� SAND I 7Y SAN NDY SI T SIL 0 N Care 9 e art n 9 droo or as noted.) �` Esll �nUteG Material C001 Sandy Silt or Metamorphic Rock N ' «'r!7E ti ^r a h ro P% 0 (b 0 Silty Sand Unconiormable Material Change. SILT percento y rs Date of Boring C AP rSt,P. 9a ro� /to