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HomeMy WebLinkAboutButterfield Stage Bridge Improvements PAUB \ ro RIVEOSIDE COUNTY ROAD' DEPARTMENT CP 1 �IN�.� �1 r I I ►: -- '-S 1 f INDEX OF , SHEETS V SHEET NO. TITLE �f `V TITLE SHEET -�~Rancho talifwm* FoR►��PLANS FOR THE IMPROVEMENT 2 GENERAL PLAN -- ----- Of MORIOIA no 3 DECK CONTOURSOF I to \\CJ I ti / I I CA4,►i 4 FOUNDATION PLAN P R 0 J E C T I .- 5 ABUTMENTS 1 81 8 DETAILS , • Rc I _� I� �• —7� I I f 6 PIERS 2, 3, 41 51 61 81 7 DETAILS 7 PIER EXTENSION DETAILS ZLBUTTERFIELD STAGE ROAD SOUTH BRIDGE �\ ' --� I , 8 SUPERSTRUCTURE DETAILS 9 APPROACH SLAB DETAILS _ _ I 10 LOG OF TEST BORINGSOVER �•..��..� � SP I I CONCRETE LINING DETAIL INDEX TO STANDARD PLANS TEMECULA CREEK LOCATION MAP STANDARD PLANS DATED JANUARY, 1988 , SPATE OF CALIFORNIA , 1 No Scale DEPARTMENT OF TRANSPORTATION. A62 - C EXCAVATION a BACKFILL BRIDGE BO - 3 BRIDGE DETAILS 74 BO -- 13 BRIDGE DETAILS B6 --21 JOINT SEALS IN 137 -- 5 DECK DRAINS ui BII -51 TUBULAR HAND RAILING 9 BI 1 -- 54 CONCRETE BARRIER TYPE 26 ES - 7A TO 7E ELECTRICAL DETAILS , STRUCTURE INSTALLATIONS TEMECULA , 15 BENCHMARK 71 ELEVATION : 1120.588 DATE : 04 -- 07 - 81 RIVERSIDE COUNTY DESIGNATION : T - 4 - 81 STAMPED ON 2 -- %2 " BRASS /-- PROJECT SITE DISK IN CONCRETE CYLINDER. 5 MILES SOUTHEAST ON HIGHWAY 79 FROM THE INTERSECTION OF MAIN 81 FRONT STREETS IN TEMECULA. TEMECULA HIGHWAY Y 9 A 7 , WEST 0 -' F POWER POLE W 1623426E _ 79 41 NORTH OF 4 ON EDGE OF CULTIVATED FIELD. SET FIBERGLASS WITNESS POST I FOOT NORTH OF MONUMENT. RIVERSIDE co. SPECIFICATIONS SAN olEGo co. STANDARD SPECIFICATIONS DATED JAN. , 1988 , STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION . CONTRACTOR LICENSE SPECIAL PROVISIONS FOR THE CONSTRUCTION OF THIS PROJECT. r THE CONTRACTOR SHALL BE IN POSSESSION OF A STATE VICINITY MAP COUNTY ROAD IMPROVEMENT STANDARDS AND SPECIFICATIONS OF CALIFORNIA , CLASS A CONTRACTING LICENSE COUNTY OF RIVERSIDE , STATE OF CALIFORNIA . No Scale STANDARD PLANS ' STANDARD PLANS DATED JAN. , 1988 , STATE OF CALIFORNIA , DEPARTMENT OF TRANSPORTATION. PLAN SYMBOLS A( A SECTION IDENTIFICATION QSOF ESs/p�, (BO-3 < CALTRANS STD. PLAN ( JAN. 1988 ) SHEET NUMBER. �-I �- DETAIL NUMBER �►� �� c'Si No. C 034442 Exp. 9-30-31 ►v ���'Ar08 ► CC MAR 2 6 19 1. REVISIONS: APPROVED BY: COUNTY OF RIVERSIDE l e i e r x n s i o n e a� s z--I-G I � �'. McDAN1EL ENGINEERING COMPANY, INC. ASSESSMENT DISTRICT NO. 159 REGISTERED CIVIL ENGINEER NO.= BUTTERFIELD STAGE ROAD SOUTH, PHASE - 1 ?— 3990 OLD TOWN AVE.SUITE'2078.RAN DlQO.CA 92110 (819Mf11�-1920 r DATE: i4- /6 -a 5 REGISTRATION EXPIRES 9-30-O j 4 �— 13UTTERFIELD STAGE ROAD SOUTH T L I L rREL 9-k„",'-422_4,33 APPROVED BY: - : BRIDGE OVER TEMECULA CREEK L OF II SHEETS . '"�/ As Show►-� See Le �F+ (� I , CALIF. TITLE SHEET FILE NO. 90 FOR ROAD MI IONER _._- _j DATE: / PLAN CHECK BY BoY� F /19/yb DATE W.0-t 30-2 q FOR: F.E "awl t • 21 + 50.Oo Svc 28 + 00.00 EVC EI. I11ro.77 EI. 11 37. 89 +� QO l + o. 50 /a ' 50 vC • tR = +0 84ro2 q/o/ SfQt�•or-� PROFILE GRADE No Sco/e 81-4 f fe S a c1 SOL.,•-�•! ► �Ou ,45' '7 - � l 5--0 8_ - 1 Z 12 _ 9 _ 9- ! 2' 12 8 5�0 /l o �MeG� �c.rred al©r, Bc.+f'I- erf', e/d 81-4n e Rood so, h ) MOM I B Eg TL4 toL4 /cir- Hc+►nd Roil�'r-1 S S Q� s 70' a " = 350'-0" r ,r 9 53 -� .-- CO►-�Gre+e Barrier Ip 7 2ro Prof'� le G ►►ade � Sfr�rcfare /Ylourrfed Sfrc�efure Moc��ted / ,ye I �'/eGtr�o%ers rpme , o � E/ecfi-b/lets(T i5) �T i5 , i Aft- LLo00 ccx.a _ i j Slab 2 4 =J 11� -.III)_- _� Lid .i��_- T�l __Jnl.^_ ll _ 1�L I 1 -.IL' II �f � I �iT I I u I ;I A rox ro LA riol rQf'i•/e 13-9 'Approx. COr» uf-ed Wafer �� I I II II II II , I p I I I II U h / F'I° 9 P �7 � II SurTGICe E/ev. -- llog,o` -Pot \ I! ! ( II !! II II ,I II II II I ! II II I; I� III , III ' II alo�^rcJ nigh+ edge o•Pcieck I O O ear d s c h o r e I' l II�I II II I�II II ;I !� i� .I !I II II F S `y ,9 /"e II II�I II !I II II I III I i! II I► 'I ii u II II II 77- I y ,. Rarn/pAc Enq,neer�r-� Aber+• 1 I lilt I I II II �� i II II i' II II �I �� II II I! " P P 9 .. �J I ' �u C l-�a.n n®I S/p s c�y r►-► A b 4 8 See beef IVO• /0 P r e 0- 2 P,e ►- 3 Pier 4 pier 5 Pr e r 6 Pr e r 7 I 1 _.I li II I I I I � r II I , 23 24 70 TON PRECAST PRESTRESSED CONCRETE PILES ELEVATION II Design Loading Specified Tip Probable Tip / "= 40 ' TYPICAL SECTION Location (Service Load) Elevation Elevation Abut 1 70 Tons 1034.0' 1029.0' C u r v e D c.�-�ca R = 2 0 0 O ' R = 3 0 0 0 " Piers 2 thru 4 70 Tons 1026.01 1015.0' ,, �� Piers 5 thru 7 70 Tons 1021.0' 1016.0' d = 230 2ro 22 ZI = / 044 39 Abut 8 70 Tons 1037.0' 1032.0' r ' - = 8 18. 1�J L - 32 T = 4 14, 90 T 45, b7' UTILITIES ry a 8 " Hrgh pressure Gas 1'\/lcar ,-� rr-� Srde 12 " Sleeves 2 -O OF,e ►-� , r,gS � Scac.r�'he► r1 CGlr �Orr, t GQS Cp,•r7pa ►•� U 2 3- 2 (;6 Cc• ble Te/evisior-) Co►r,c=1LA , 4-s v i o� 0 �n �. Q 6 -4 O Te/epkc>r,e DLAc4s GTE' CC7 /r �O ► nrGi /eGtro%ers(TYPe �5� !c� 0 Deck Dra,ns , see kv � v 22 460 p(- �� U „ fur-e Maun�erf 0 „ �i 0 SuRerstruc�-u►-e De�-ui/s " sheef E/ec4P10 crs �o ' 4 - 5 45 Elec4r-,'C Co�dc•+ tffi � S©c. -fG�e ►r Cal �nC ► r� ra EdrSo►-� . M. B. G, R, (B,y O th e►'s) l• See "Road Plans " ,8 + /5 rP � 2_ 5„ ©p a ►-� ; ►-�g 5 -Po ►- ,4'.r, f r•a c.r tr I e s, an al re�ulr`ea� � z1+o9 Conduit Ot7d pu/l boxes �or coTplefe /r�5f-n//otior�g of sfrreef /yhfs n, (car fracfor to o6 fain S,oecI,41c a'eS�yrl 0r70'5v6rri f 7`0 _ ,, �, - - _ _ .�_�_ _ _-- �___ _----_ _.�.. Webb A 5Goctale� a r�wo� 20 +89•SI Bc�++er�ield Sfa e Rd. Sou+rh O 0 ! ll jl 0 224 + 42. 5r, Channel 23 + 22.00 Eli + r 'i•e3►dAPPROXIMATE QUANTITIES El 1115- 35 ° �'N o 7, (� E 1. ///8- 88 3 L.+f e h 5 33 W S4o a Road Sou+ FURNISH 70 TON PILING 23,739. LF 21 - •...--F- - __ _ _-_ _ R _ Z0 00' DRIVE 70 TON PILING 332. EA L! /' 2 n 23 24 PRESTRESSING CAST--IN-PLACE CONCRETE LUMP SUM � F'CC ARloroacl-, - Skew = 'l� l rl' 'll �� Z3+ gl,�l ®G JOINT SEAL (TYPE B, MR= 2 1/2") 191. LF N I S/a b �'I �l �l ,ll I I FCC C A/vp r c�a c h PIPE HANGER ASSEMBLY 23. EA � 402 / (Ty _ �- � TUBULAR HAND RAILING 9fi4. LF 2 0 +9 CONCRETE BARRIER TYPE 26 964. LF 8 9 6 41 / -�� = -- STRUCTURE EXCAVATION ION (BRIDGE) 431. CY � 01 (0 CAUT/O/V• - • z �� STRUCTURE EXCAVATION (TYPE D) 1757. CY Zl� 0 tv r Ex/ST 30 CN1L. �C-.STL. GV/L --- PERVIOUS BACKFILL (BRIDGE) 14. CY N U TO�� PIgOTao TEO /N-f�L ACE 0 STRUCTURE BACKF ILL (BRIDGE) 190. CY l• -h -c 0 20 f 85 2 STRUCTURAL CONCRETE, BRIDGE 4400. CY U STRUCTURAL CONCRETE BRIDGE FOOTING 467. CY !_! N h Strucfui^e /s'Iour�tecl k0 STRUCTURAL CONCRETE, APPROACH SLAB 90. CY / BAR REINFORCING STEEL (BRIDGE) 5019000. LB �7'�pe/5� MISCELLANEOUS METAL (BRIDGE) 300. LB 3 STIZEET LIGHTS Y'fPE t5(E5-G�) IN.STALLE❑ � _T ! COMPLETE(INCLUf�tti1G DE51GN cosr) L00 0 0990 A# PLAN C.) y No. C 034442 r - Exp. Civ -` Pa i e7 „B L4 4+e 4-n 9 e R o o c/ S o r.r -1-1•� (�f' CAl\�� B ►-ica�c. e 0ve ►- 7e -necL4 /o C►-eek MAR 2 6 199t C�� r-n, n ,'r-n rrr ►-r� -�r e e b o a ►►d REVISIONS:IONS /o APPROVED BY. COUNTY OF RIVERSIDE I Addled Pier n I n Q I s z- - q 1 ,;� McDANIEL ENGINEERING COMPANY, INC. ASSESSMENT DISTRICT NO. 159 2 (fie vi oed er r ved tr e Ian -12- I REGISTERED CIVIL ENGINEER NO. 3990 OLD TOWN AVER SUTE 207 -,8 B U T T E R F I E L D STAGE E ROAD SOUTH,H, PHASE - I9 , DATE: 1 O-1 rp-a 9 REGISTRATION EXPIRES 0-30-81. 2 BUTTERFIELD STAGE ROAD SOUTH . APPROVED BY; r �-;/ ,. -� ' �' SCALE: BENCH MARK: BRIDGE OVER TEMECULA (� SHEETS As hoWn CREEK OF • i RIVERS1 c ,T,r, , F. SeE: `'T�+Its' Sheer." GENERAL PLAN FILE NO. DATE: / �,/ / FOR ROAD COMM I I ER DATE W.0.130-2, FOR: F.B. I I - v 1 l R • ti N coto IT II U Q10- Q � (,y CAI VU GPI W/ Edge of deck x x x x x x x x x x x x x x x x x x x x , x x x x x x x 1 1 I 8 8 i 11 11 1119 0 r 2� +8►.8/ F.3C 11 uj 20 21 22 1 24 1116 S+age i I / 1115 i 1116 1119 * x x x x x x x x x x x x x x x x x x x x x x x x x x ; x x x x x x x x x x x 1 x x ao 1115 1116 ' 1117 8 i 111 w o / Ede. e o f deck I k DECK CONTOURS . 1 20 ,� N a9 w;fl7 a tondo,-d 500 hook, +cif 2 $ x 3o-0 *ot 4 . (bd4 r7d/ed) g rv... feel /r7 301CV16. hole To be irr Place vvAerl O Coat or p/ri//td in4o cCnfCr o�'pi/e. /01l0 is calif. Hvc, k N PRECAST PRESTRESSED CONCRETE PILES C+S req •• ;red �o Proti„de `` " p� = Pr'eS+re53 �vrcC Af'+er loase� ' c/ea a .-sce +c, +op' off' -F'oof�-'"9 . @ Ze days - GOOO P.S.I. rp ��N /~Chornf'er � .rC 1L"C; LW fror�g,�er s 4000 p.a.;. N 2"Cl. 4. ep;r-al � c Desi h Loc+d�r► � 70 font 9 9 Vr 1 c Lappec) spli'Ces ir7 Spiral pile reir7-o1�6r-cern*ri+ sAc*// bs /capped r . 9 Steel 80 w1ea Cf;*ena+eP-S m!nimuen. .S iral P•�/a re;n-OrGerr•1Cnf cat 41 1360000 lbs i0 spl,ce: Opid crf er+ds Shall be fe eem;rfa+ed by a /35' hook Q7 C 6 S�rca►+da r» i n. B B (0 v c o w;f 17 6 "+ci,/ o I-O LO n d A /o r131,4 4 C/ rr o/ bar of- a �-F-a ry d. I '�-- M92x;rr"7Ldf" cut01f''4' len +h of the fo lies is 10'O! Q 5 p o- N P -- 0 W8 wr re s1o�ra/ -1 ` 8 x 30_ O✓ N I y G0 -to 4, fyP l I E3 rr,�h29 X 27 rho f Y' '• w � if ES,S/p cN 1 N Cyi ALTERNATIVE PILE ANCHOR = Cj� 'z SECTION 13-13 No. C 034442 r FOR PRESTRESSED PILES Exp. 9- o-s► ( _ No Scotts a/s IV pQ�► -- of CA`�� MAR 2 S 1991 Oil REVISIONS: APPROVED BY: COUNTY OF RIVERSIDE a McDANIEL ENGINEERING COMPANY, INC. ASSESSMENT DISTRICT NO. 159 ELEVATION as - R ISTFRED CIVIL ENGINEER No. 4 3900 OLD TOWN AVE,SUITE 207%SM DEGO.CA 92110 (619)692-1920 BUTTERFIE LD STAGE ROAD SOUTH, PHASE — 1 3 DATE: 10-16 -89 REa18TRATI01 E PIRES 9- 30 -9r BUTTERFIELD STAGE ROAD SOUTH 3 PILE DETAILS ^/o s c�'1� APPROVED BY: SCALE: BENCH MARK: BRIDGE OVER TEMECULA CREEK . ♦ OF I� SHEETS ., » - As Showr7 . 0 roa ROAD, xm • LIF. See T,'+1e Shee+.N DECK CONTOURS FILE Igo._..- NER DATE: DATE .O. 30-2 FOR./ F.B. W it . r . . f• / /`ry t .. ` y i, Qj r J' $ i r .. ; f r' f r r 1 r J r 00 co I / ~ h c� 3 h� rn 10 v 1 ;� 1091.8 i "� a y 11104.7 �. n Q Io90.g Q n 1490.6 4 1090.8 Q °� /o91Y8 Q l091. Q n 109/, IIoB. n n 8 8 2 c �-. Gv i 1 N 22°57'33~W 19+18.SO 10+88.54 20+58.50 214-28.60 � 21+ 98.50 2-1-108,50 N 2Z �57'33W 1 / { r r l �„ L ' T N1 i WW O WW LOL O r N a a (v 4 ... .-_...._...- .W 18 -�6 i N r 2 3 + 8/.�3 I ,D C G 4/ , P V •OMWM - d. N Z 2 6 7 331 W a b d �? R = 2000, s� i may. //� 2-0, r b 2 3 � ti to c9co 2 I t� i \�ti 24 crt 9 N N N ti tV N r / Road SO c.++Lt 2 3 �-2 O.5 9 ' Wa1�s wA/IS � WQI/6 yNAI!"' WA!!6 { R 2047 , 0 ' W w �oL ,� /� GG �:.77,33 w T �' �WQ11 z d 7 1iw J i , Ql / 2 5 3 3 l090. Ia o. 0 O ._.._ r 8 9 8 I 3Q.8 l091.8 / 91.8 l�91.8 • fir^ w , .,, ;: c� � , .. 1 'I r \ / 4 . 11 r r r h r - � Y f , r' r e i ✓ , k ol r FOUNDATION FLAN 1104. 7 IndiGco�'e3 bOf'+om O� -FOo�-;rnr� eleva-�ion ' N OTE : Add 1000 to �'nclI'C0+ed S of el evaf�"orrS . / - 40 p Pier Wal 1 • �� ►-Dished GI-� G► ►-� �e / Sur-F'c+Ce GENERAL NOTES LOAD FACTOR DESIGN x I DESIGN: ARIDGE DESIGN SPECIFICATIONS (1983 AASHTO `VY, \x/ with interims and CALTRANS Supplements) . -r ' 77777 t DEAD LOAD: Includes 35 psf for future wearingf . surface. !ion 1 L O,r LIVE LOADING: FN, 20�44 and alternative and permit - - -- design load.. r REINFORCED CONCRETE: V c = 3, 250 psi S+►►-LAc4-L4k-e Excovo+;o►� T D . fy � 60, Oo0 psi Type III n 4 CONCRETE STRENGTH AND TYPE LIMITS AG2- PRESTRESSED CONCRETE: See' "Prestressing Notes" No scale NOTE: Fop- lim ii�-S rn©� S hovvej) see ---- S_'f' r c 4-,LA P-o/ C 0 n C re 4e rB r'i c/ a (4 0 0 0 Ic S i � 2 8 d a► s) • � "- S''/"r u C-f-u rq/ CO n C rC+t Brie a Fao-�-i r-> y LIMITS OF EXCAVATION a BACKFILL 1 9 9 No sccola oFEssro v z W No. C 034442 ac - Ex . 9- O-91 P MAR 2 6 1991_ REVISIONS: APPROVED BY: COUNTY OF RIVERSIDE d P I r x n s z - I , ,� , � MCDAI�L. ENGINEERING COMPANY, INC. ASSESSMENT DISTRICT NO. 159 R=SnM CIVIL 01G(NUR No. 3o OLD TOM AVID.•GLWM IM GAM Im00a CA rx»o (e,rs�-jft0 BUTTERFIELD STAGE ROAD SOUTH, PHASE — I DATE: 10-1 ap -S.'. REQIaTRAT10N MREs - O- 1BUTTERFIELD STAGE ROAD SOUTH - AMOWD BY: SOLE: BENCH MARK: OF SHEETS • As 6 kowrn . BRIDGE OVER TEMECULA CREEK ..!. see "r,•tl e Sheer. " FOUNDATION PLAN �. FOR ROAD C0M NFR FILE NO. • t DATE: DATE W.O.►3o-29 FOR: F.B. I J` T' 11 T I I 1 1 ` I r T t i 7 �7 f �1 I I I �I I i T.__.r �L �.i_...........F..n iT.-..._. ..__.i...i 1.�._11r.. }.fir 'i...71 _.__... AG Pavesme rI Type 1 APProaicl-7 Slab, see 6-21 �- E3c.r�-ter 'e/al Stc>9 a Road S©, Appw-ooah Slab De+a,/8 �hee�. /-o 114!- / -4 /` Jo, ,-rf Seal Type B ApprOGCh Slob eto, .. , MR -- Z 2 WW LOL ecorin pads 9 WW LoL 1 5 x 2--0 0 12 ol A Table Abuf. 2 r 3„ - - * ,O Lo 9 ,v Wc+fersf'o r8o 3 I _ /, roll 14 Equal Prle Space's Reor- Row) �r_�„ p 3- 9- #4 @ -A � 0 �L r r�f e n o_ u+ l yoP r #5 �� 49 Wr O / nc�wc2ll Toy'`: <o 'r Rerr�� _ _ Fix X, fw ' ,, ... _. 2-o SubbaSa �/aJ /�1� _ ► _ +� ► 1 6 .v... Op s AeA r- keys P o ro//Q/ '4' l -. l ® 18 ; n✓ �� Cl.l r--G r to ro T i see E/eva-fior) irs sheep y C C - ---- 4o Q Suf+. S 4-age Rd. So. I wall Re � 2'-3'' 12 E e.4C►/ Seca►-r n Pad Spoces 2'- 3 •' Weep Hole 1l1"d Ba-3 - - _ _ _ _ OBTUSE ABUTMENT CORNER I -fo 4 E LA pi/C SpaceS �►-U►^� �- Row I•�-ro '' -. � 5 12 2 I 97'- E" Jr 121 2►' Redwvor.�l !►reader by a -f her$ • , a r �i /n E x p, j f {>,l/e r• b y o+h e rr s 1 Q 30 -- !-2 x l- 2 PLAN nn — l�dr'cafe5 ; 3 battered •/es . S lz I �7 p Slope Qvrn by a+G,ers PC/PS Co�c re +e � P I�' 9 .. 0 8L-44f. S+09e Rd. So. L v ' � v 9" Re %n � n � S hear key23'- o " Igo-% Ig'- k6 23=0 0 :u �u Spc.�ei►-�9 LL N NCo L_ @ �o 'r ', qL L/+, /,T y o p e rn ,n - 7-- #� To+. G 3 4 • I , � �„ Q IBM 2/�c l r l 11 2 --O 2 - Q � l°lac:e prarcrl !e/ fo 0 0 0 "..__ o r`y P u lr B u�` . S�Q� l�?d SO. C v►' to r rr Wall vV r q wU 11 go-ro .3 to J f�'err-�- uj Rei r� f' Weep ho/eS K80-3 3-I ACUTE ABUTMENT CORNER SECTION A-wA Re,10I Slrnr /ar- @ Stneor- key D "a " Dimensions Joint Information Ambient rem erature Structure F' ELEVATION NOrE: All pries riot ek+ow �r. Movement „= !, _ «r4 �� tof. 3 sets Location Rating Skew 35 - 60 60 - 85 85 -- 110 3cm. /oer key Abu ' 1 2 �2" 12050.51" „ li 31411 AbUf 8 2 iz /2 50 51 Abu ' - _ A6��-, lei►-►f' _.. _. w_ . ..- .... Gon+ocf 0Ir1fr C �C4f -� ,�` coriCr-e+C �ealr �rems► r Type 2reA k3!1 54 l+ side Faces .l / w EX/0, Poi s•f rer-7e , soey-re W/ bo•,d br�aker- (� �r 1Cixp, poi St rene y y B - ` y y t h r e k r-•r e s s o s kb e C. r r h 10 Cx cl 2 � at4 `� /8n Z - !/ 1\ f3o�--r-re►- C)ovve/a /-� rao�-I Shear' kE?V Abuf = Br , / a pe> 2 I ` r-cd/d I f o r& key , E _ E Po/y 5+y e e r e i_� i _ _� Q c. �•3 i d e� �a C e9 1-' 0 I E l r 5 C7 m e►-•I C - ' *4 � � 1e Ap� roa� h slo�, � ELEVATION C-wC eeGrrr•,q pads I i BO-13 /690. 9Gr/v, sheet" metral (coc.►t +off wl9rease) -� ' q 2 /ar[. e� All arOu,�d �ad -Poe Cor,Gre+e So�r�er 3 '' = 1 r 2" dc4cf 1-ape over- 2- �� #4 � I s Type 2G A a // Jo )'nts 5 �A r r n q l�G d S I • #� " x ' W �� tiordbo0rd 4 U �- 4 e * I ©vemr Polys-f•y re ne I 4 *4 40 G+ -�• r n ► bu co e r rn -P e M jo r r _r • 4 e !8 _o Tye . Ou +srde Face Level Level IrI po/ys�yrer�el 3- '*G x8 !6� below Shear key NOTE: De+o ;/S Srm,alar f'pr Q!l w, n wollls , *4 Con*.. r SECTION E � E ELEVATION 9 SECTION Bt=FB 318 & /8", To+. 3 G Shear keys 8 - 4#4 x G L Ore 16 /c, w 2'o" BEARING SEAT DETAILS (80`0-13 WINGWALL DETAILS - S/7ear key; SECTION DwDo-,� QaoF Essro 2 �CNIIV Cy e_1 REVISIONS: APPROVED BY: COUNTY 0► RIVERSIDE McDANIEL�ENGINEERING COMPANY, INC. ASSESSMENT DISTRICT NO. 159 No. C 034442 rrnn REGISTERED CIVIL ENGINEER NO. 39M OLD Town AVE,SWE 2070,SAN DIEGO,cA'92110 ce1o�z-1e BUTTERFIELD STAGE ROAD SOUTH, PHASE "- I � - BUTTERFIELD STAGE ROAD SOUTH DATE: 1 o-I ro_-_8 S_ REGSSTRAT XPIRES O- I � Exp, g-sv-9i - I' LE: BENCH MARK: Jy9r �IV �. APPROVED BY: BRIDGE OVER TEMECULA CREEK of I�SHEETS A s show!-, , „ RIVERSIDE COUNTY . F. see T�+1 e S h e e f. ABUTMENTS 181 8 DETAILS FILE NO. r,66 21 FOR ROAD COMMI I ER DATE: DATE W.O.13o-z FOR: F.B. r T r pp d 1 � i 1 41, 8t.++f. S+Qge Road So. J ► C B i . . .. 12, o„ ` 12-0rr u 3 AII r, 1 8 o " Lot' see 'Sac4 on C-C " fill C (y) T *7, UGC �SCG�tOh C-Crl � -- 4 GO�f Ad(us + a /;gin�en+ of �Qoke S41'rrNPSLZ4M 3 " - p • _� �-o avo,d Cor►�lrc s w��-l-� LAC S , i !%o" #5 1 7 Cross t`t es e 7" ve r- . @ 11 h on Z. key s" r-,Po c e /I ne A I v A i 07 ,► B U a ,� See Pier Exfension LEFT WALL RIGHT WALL / 35 be ond vv/ 7 �`G+r / . 0t*orn Details '' sheet. a s rC Cj CA e d -PU P- +1'e k1 �, + ELEVATION = Q Io-a u In � a rs • Hook orota nd horiZ , ui � c► end v e r -�", to o> r S. wall I 3 _ #7 ea. end #7 C � '', 7~of 158 #5 f'res �8 J e grr See �Eleva+,o►-�". 2 min. t ■■�� i k e'y s u ►-�'G► c e �- /2rr � ! be rouC�he r�Gd 'f'G 5 L eci, er►dL2_ Qrnpli+kA6C • e'X -f. �'► Iler 05 hook arov► r,d +op Hof br� ►�S. _U Tod- G as S l-iow✓i -4-rapis it �) , „ '*5 GrQSs trBS e C0/4-arrlC +e rr rr 2 0- 6 2 U- G I 7 /z v e ►-r+. 6 c+r-S . 3 0 Ln o c) k S S 7 C�1 I b e m 3 /o c a 4 e d © � I¢-e �- ►-,a e �ca c e s ca� a N NOTE : Hooks of ad ocen+ cross-ties +o face eoch o+her J wa /! So �-ha� no two a �a ac,�J'cace ►-�-l' _ _ in al+erncafe Spaces be+weer) pairs of Moir, barS 1-rOrr Z0r1 +call � © ►- ve r4-rCQl1 � +o provide space f'or plod n5 conere+e. SECTION A�A J y 2-04 cor,f. L e f'+ wa I l _ Fo o+i*r-)9 j " _ 1 ' R 1 yh+ war 1 Fo o+ r-ri q �z_ N 5+0 o e R d. so. PIP 4 SPaceS C? 3r Der 8 , � ,, g'-g" 4 Spaces sB 3 , O ,r + 7-. -05 ` 2 c see Fao+, �9 Pic�►r, I ' 7 f.yP -FIO r Bo4-fUen Re r n-p 4 5 fi + 7 � '`�� _ �� �► I+erne+e l-►©c� k — ,er 3,- Ga 3, r SECTION B-mB 22-- 3 • 22 - 3 4-8 4 _ 822- 3 f /a - #7 x z 4 O" (Tot, cJ b u r,d/e5) „ , „ - _._._.-. __........ ------ �5 S 1 a b ►—e r•r, tom'. ' 20 _ , _ 2 X , _ Pc� �s BOTTOM REINFORCEMENT _u Concrete PI'les FOOTING PLAN Nt .- ( PierS 3, 4 , 5 6) 3/ 1 , 1J] I fc �� 5 S 4-, r►-c.r P S See ' EJeVCA+1or� (,_e f+ w o I I w F+ NOTE' Detail s S,'r n /ca r -P<D all vv c> 9 4 spoces C 3'-D" $��'' ��-9 '' 4 spaces C 3'-D'' �pFESS�p ,r ,� ,`�t►� ��C'H C�+i F-A- '�4, S e C E l e v a+r o rl _ # U b rr e rI r] � � No. C 034442 v r EX `�'30-�91 CAr I --�- A c)U s+ to c l e o r P r e s+r e s s vi ��� SECTION CIIIIIIlC of C U r,r'l-S MAR 2 6 1991 REVISIONS: COUNTY NTY F 2 APPROVED BY. U 0 RIVERSIDE 2 2 a _ _c� I -� MCDANIEL ENGINEERING COMPANY INC. ASSESSMENT DISTRICT NO. 159 I E Pier E-' � REGISTERED CIVIL ENGINEER NO. 9990 OLD TOWN AM SUITE 207B.SAN DECO,CA 92110 (619�92•-192Q U ERFIELD STAGE ROAD SOUTH, PHASE 2 " x I , 2„ PCB ps DATE: (O-1 G� -89 RE018TRAT10 E RE8 `� 3a-91 BUTTERFIELD STAGE ROAD SOUTH 2 1 2 APPROVED BY: SCALE: BENCH MARK: T Concrete Pl I e� BRIDGE OVER TEMECULA CREEK OF I SHEETS - ( pier 2 � .�� As Show►-� • See " T�+le S !-� eef.�� I' w RIVERSI F. PIERS 2, 3, 4, 5, C, & 7 DETAILS FILE NO. . � �� FOR ROAD COMMI I ER DATE: DATE W.0.13 4-2 FOR: F.B. • jj,41I III 3" --450 fillet 'cv #4 /000, Elev. 1108.00 #6 Bridge Pier rn • do Pier W 3 R= 10' 1 wINN � p � II I rn #4 #4 1 2» / exp. jt. filler A A j . Structural SECTION A— NoConcrete, Scale Bridge 1 0 w 1" expolystyrene C. Pier Structural P i Concrete, i Bride Footing g 9 4 # 1 /2� ex . it. fillerP B Placed -- 3-'#4 parallel to nose of pier extension. For bot. of f t9. e lev. see ELEVATION II Foundation Plan " sheet. No Scale Note: All piles not shown 2„ clr (Ty P) 1 --2 X 1 --2 PC/PS 4 CAD 18" Concrete Piles, Class 70, Tot. 4 o #s L1 --6 � 12 w 2" Clr -- Placed normal to nose of r 1 r ,�,�6„ U T I #4 � 0 L �` L J - P1e r YP #4 0 1 g pier extension and located r -~ , cv at ea. set .of vert. rei of., >� L - L 2'--6" see Elevation" . . o >I: I � w - - - fi 4 w cvIF 1W I 9 1 2" 2--#4 1 '---6" 3 equal spaces, Class 70 piling #6 q P � P 9 #4 5-#6 . Now U 22'---0" Piers 2, 3, & 4 21 '-0 (Piers 5, 6, & 7) PO #fi 0 12„ SECTION C—C FOOTING PLAN No Scale No Scale 1 '--6" 1 '--G" 1 '.0" SECTION B— B No Scale QROFESsipH No. C 34299 N IV F OF C MAR 2 6 1991 REVISIONS: APPROVED BY: j i NeW Sheet COUNTY OF RIVERSIDE McDANIEL ENGINEERING COMPANY, INC. ASSESSMENT DISTRICT NO, 159 _ REGISTERED CIVIL ENGINEER NO. 3990 OLD TOWN AVE,SUITE 2078,AN DIEGO•CA 92110 ce19)692-1920 BUTTERFIE LD STAGE ROAD SOUTH, PHASE - - DATE: 2- I~ I REGISTRATI EXPIRES 2 -30_GI B •-- _.. ---- .7 APPROVED BY: SCALE; BENCH MARK: BUTTERFIELD STAGE ROAD SOUTH BRIDGE OVER TEMECULA CREEK OF 1 I SHEETS RIVERSI TY, LIF A S shown II II -- FILE N FOR ROAD COMMI ONE see T''itle Sheet' PIEREXTENSION DETAILS O. DATE: /� DATE W.O. 13U-29 FOR: F.B. � i PRESTRESSING NOTES Lle� AkDLA4. 1 c Pier 2 Pc►+h o•F' cen*er- o•f 90-cav1,+y of C Pier 3 P;er 4 SpAr1 4 p►-es-1-►-essl n9 -Force . Pa+h is Syrr�m a+1-y LOW RELAXATION STRAND (Loss in stress = 20, 000 p. s. i. ) pot-Oba/iC be+weeon poi`eIfs show Deck r7. *Pjack = 16 ,323 kips total at jacking ends , As = Pjack- 0. 75 f 's I _ N I �I �} m 6� N �9 n a� �9 Q � aD c9-c9 '� Cp `q `I. t� �p m '� tp -� _r -� �q ��� CONCRETE: 28 day compressive strength: f "c _ 4000 psi 0 �"� 0 �n ltj Q d 0 a0 to p m At time, of stressing: fci = 3500 psi 0 0 0 0 0 0 _ o 0 0 0 0 _ _ o 0 0 0 0 0 0 0 GENERAL: I *1. Des ign is based on u = 0. 25 and k = 0. 0002 � I I Pjack specified at the jacking ends includes _friction i lasses and provision for loss in stress as specified above. I ( i 2. Tendons to be jacked to 0. 75 f 's and anchored at an ` + equivalent anchor set = 3/8". A+ +e n+17 P o;r,+S 3. Contractor to submit elongation and jacking calculations v f S c� ►-► . ~�� �-- � ��+ �� ��� �� Y� t ��� �� based on initial stress at ®= 0.747 times jacking stress. P .l 2 .3 .4 .$ 6 7 g .9 .r 2 ,3 . 4 5 .6 .7 .8 ,g s/ ,Z .3 .4 .5 •G ,7 .8 .9 l Z .3 .4 5 4. The prestressing force shall be uniformly distributed across the slab. At no time during the stressing operations will more than 1/6 of the total prestressing force be applied eccentrically about the centerline of the structure. • 4" Tyy 5. Anchorage zone reinforcing shown shall be adjusted or LONGITUDINALSECTION ® Theor-e4 cal poir,f of rno ►hove ►-r,e ►i-� f supplemented as required to control splitting stresses for 2 2 the prestressing system proposed for use_ �Or -�'wo Gr► d 5l" resS� n9. - No+ �o s c a /e 6. Reinforcement interfering with the prestress tendon alignment, shall be adjusted, as approved by the Engineer- The working drawings shall include any additions or 94'-4 rearrangement of reinforcing steel from that shown on the ,¢ plans. � l-0 5-0 41 -0 41- 5.1 0„ Ito►, B I I-54 8 LA + ,--Fie l d S 4- R o a d S C>L4+k7 Cor1 c r-e -fe Bo ►- �-r'e r 7 26 !MOTE : Bor- ckol-r T �ab,-iccafed �rorr, C31-51 -�- "r5 bar r es'.r-1•� TL,#6Lllar Hated Roil/ ri9 ""- Profile G ►-ade . �5 Cam' 1 2 i1 --� moor-►-; er- cjowels BAR CHAIR DETAIL N 2 ----•- No S c o/e �w 11 #4 cc7n+ 6 e Co , Tot l0-14 EG 2 „ I 'O G C o✓'► V "4 C o r►t. it # N J @ l2 �C> G41CArr [+� 3 G # II @ 9 +1-Qr,SverSelY 10143 ;4-L.►d, V10lly . G r r1 I I c► e� *4 � � � o 9 See B7-5 -hor cue+a1 / S -- place +r'Orlsverse rer►i -orollel to Su or-�'S -__ i IoP W 5 w r re Sip� rca l@ 2 1Z -3 ro+ show►-, SpoCI-r,c, sk0 / / be measured QIo►�c S tq . Gutter�'1elc� ' �e Road , Pr-eS+re5S Pi�'Gh , 1� 611 oc.,fsrde darn . blocko�.,f /„ 21 4// �� � '� To 10 0 x 0,138" Gca/V. Steel p1'PC ) -- -or /0C0+1•or1S see "G en e ra l TYPICAL SECTION � I Filar , Pr Pe fo be q[a/vG1►-7i zed NOT aIS rar esr* �•-� ed ` cr�fer �'Grbrlra -�'ro►-� 3/8 l ' � E S,orr e Hr - Te►-psi/e InsertS SECTION A"A �Or G ,.,nC: xXJ e-■1urYn J ack,rl "" -tot 2 e a . S uF'F'O r 'f': ' •- / U �, S Viz. -F' 4rn4 k � li DECK DRAIN DETAIL /4„ � I r 11_ 311 It G 3/4 C h <A am�'e ►' i I I 71E4 4 x 5 0 I x -- /p 1' n 0r9 er rod) r 0 k a tot. Z ea . suP/oort G ►-1' 116ge, g4 I p -� 'ot 4 @ 18 Tv f. 4 - @ 4 b o 4-h w r�y s � 2 cto /r- ti rt ocher__ �'i %14 x 2" SfrrP f'o bob'. +o be /c+ ced / mox F' P AL 2 To+ 4 coch Clio' -ProrY1 PP-e5+ r-eS5-- J - O I r h Ur, er. I 2 / Exp Polys+y er►e P - I Fw4"re (5 "� 9Q5 pilot rn 12 o Sleeve Ex-�er,d G 'l beyond 3/4" I�r, p groove (T p lnsf•all ed 6 Othe ►- s recess •fo►- orlcho- Gc•+ r �-Qir� wool/ NOTES � , No►►vnt'nog / sulo orf S oG1r1 20al1 caX . � P P 9 PART PLAN NOTE. preS +re55 i.-+ � , 4s 2. ll, Ser c f desi rl /00d 0/00C1,+y = 1.500 /b , rrir^r7 . S I-1 o w n 1-�y r r l l c..1 S 4 r a-l"r v G AT ABUTMENTS. - AT TYPICAL SECTION \A/ -� .41 / -Po or o sc,-i0efy = 3.0 �FESS/ % l � r-DLArpoSeS onl. 3r4" = � ' 3/,4" = 1 ' PIPE HANGER DETAIL ��° �HiN 9�F C EDGE OF SLAB DETAILS v z y m a No. C 034442 rn 0 ° Exp. PRESTRESS ANCHORAGE DETAILS (6*38-5 0 0 0 0 0 0 ° ° 4 S a•-� .� CI V o � � P 4 lF Of CA``��Q� 'I Q C5 i- Q Q Q 3 Q- Q m Q- Q. IA- Q Q S (D v � V v (0 cn • q� , (o NOTE. C 16e r- s vv•l does n0+ compensate REVISIONS. APPROVED BY: COUNTY OF RIVERSIDE a, N r /o r►.-r, a o �� ASSESSMENT DISTRICT NO. 159 �� 0 9 e e d /o a eJ d e �'l e c+1 o n S, MCDANIEL ENGINEERING COMPANY, INC. �1 Wi A C�J.u s+m e r►-� �'o r �a I S e w o r k S e�'+/G m e r►f DATE: I _I REGISTERED CIVIL ENGINEER No.� 39A0 OLD TOWN AVE,s(IITE 2078.SAN DIEGO,CA 92110 (d1aM92-1920 B UTT E R F I E L D STAGE ROAD SOUTH, PHASE -� I � Gnd •+coke � are en l r1cl,,,ded a �►ol ° �BUTTERFIELD STAGE .,�.�Iti, 8� REGISTRATION EXPIRES 9-3 O- IP ROAD SOUTH a re -fhe resPonSi b1Irf o� +1�► C APPROVED BY: SCALE: BENCH MARK: BRIDGE OVER TEMECULA CREEK OF I SHEETS CAMBER DIAGRAM y A s s h o wr1 . „ Go��r�c+© ►�, RI COUNTY IF. see T, f ► e, Shee+, SUPERSTRUCTURE DETAILS FILE NO. FOR ROAD COMM ER DATE: //Ca DATE W.0.130-2 FOR: F.B. • r I I Parallel to face of paving � End of wing wall Sealed joint Approach Slab Sealed joint See "Tie Details" notch for skews up to 10° See Note 1 .. See Note 1 Po vemen f See Tie Details" Approach Slob "b bars . 0) i00(11, — -- -� Front face o f barrier I C I i "v~ bars I I 12"+ N .. N For p a vem en t I I Building Building I I v bars "v" born over 36 wide, I paper paper I BB or EB see "Structure I I I Approach - End Bridge deck I i A A�- o Stagger De fail. " A A 9" PAVING NOTCH 12" PAVING NOTCH 3/4"m 9 of v. rod 0 24, with nut and threaded ends. Rod �- ABUTMENT TIE DETAILS encased in x 2'-4 " Pic conduit. 1 r_rr ■ 3/4 N r •f = 1 -0 See Note 1• rRefoining wall 3 x 3 x 1/4 angle, exteno to end_ of Polystyrene around 1 + _- anchor assembly. 0 -0 - approach Slab. ' PLAN pp 1 D -D f Pourable " to End shoulder slab SKEW / \ 1/4 8 clear, other depths must here when adjacen t NORMAL - 0, seal be approved by the Engineer. to continuous re t oin in g wall. ' I r 2"G I 1 "clr. 1 8 _-4PPP'\' Ede of Po vem en t \` 50° - - 2 Cn I Ir• = 6~ 3/40x8 bolt End of Approach Slab :r ` b ni 3/4 steel 0 3 ? Structure Approach coupling nut I I Z Place 1/4 Hordboard I 1 D -0 + o between slab and I O o to wingwoll, with smooth 1/4" x 3/4 " x 8~ flat �t � side toward wingwoll. bar ® 12, centers. C ,o'_01" #4 bar TIE DETAIL I Edge of Pavement 2 1/2„ v DETAIL B 3/4„ _ l0-0r1 1 -1 /2,r — 1r-0N STRUCTURE APPROACH END STAGGER DETAIL ' 4 No Scale Concrete Barrier See Detail B Type 2+6A BAR CHAIR DETAIL 1 �1 /2rr l � I r�ON � "b"' burs Pay limits for Structural Concrete Approach Slab •- - �,, NOTES #6 @6 6 ® 6, "v bars ® 18 Transverse contact __ ,f5 parallel to paving notch )o in t, see Note J. #4 ® 12, b bars See Note 1. 1 .00 1. For details not noted or shown, see "abutment " details on ry ----do Project Plans. Adjust bar reinforcement to clear a sowcut -- -- -- - - -- �` W ingwall or for sealed joint, when required. L ASee Rood Plans Retaining Wall 4 - **4 2. Approach Slobs to skewed structures shall be staggered at _ - - - "a~ bars lane lines. Staggered lines may be 24 ' or 36 ' oport for skews • . - O of 45° or less and at eo,�;h lane line for skews greater than 450. N #4 @18 114 L 4 bar chair ® 3'--0"+ �. For transverse contact Joint with new PCC paving, refer to 7-�T 4 x 3 Expansion lwnt filler � � - -- transverse/ and 4 '-6 "+ SECTION C--- C#5x -C@ 12 y Standard Plan A35-A. C o S-1- ,�+,� Abutm t longitudinally. - QROFESS/Q 3/4 = 1 0 Pedestal 2 A- �y 4. LonglfudIno/ corrslrucflon Joints sha/lbe permllled as approved by .7e CO2- Engineer. SECTION A - A C 03�442 � Exp. CIV F of Cw���o • MAR 2 6 1991 REVISIONS: APPROVED BY: COUNTY OF RIVERSIDE ' c ' MCDANIEL ENGINEERING COMPANY, INC. ASSESSMENT DISTRICT NO. 159 REGISTERED CIVIL ENGINEER NO.J4442 39W OLD TOWN AVE,SWE tors,srw DEGO.C�OZ,io ce,4)e02-,Sara BUTTERFIE LD STAGE ROAD SOUTH, PHASE - DATE: I 0- l ro-$9 REGISTRATION PIRE3 a-30-91 C - BUTTERFIELD STAGE ROAD SOUTH APPROVED BY: �..�-� � � -• :. SCALE: BENCH MARK: BRIDGE OVER TEMECULA CREEK OF SHEETS I' RI DE COUNTYO IF. s e T, e Skeet." APPROACH SLAB DETAILS F I LE NO, 1 FOR ROAD COMMI 1 ER DATE: -/ �� 9 DATE W.0.130-29 FOR: F B. i i i SOIL PROPERTIES sample SOIL PROPERTIES sample SOIL PROPERTIES s am pl e moisture dry relative soil depth" `" moisture dry relative soil depth S `� moisture dry relative soil depth `a S S m soil description and remarks content density cornpactibn type soil description and remarks content density compaction type F, soil description and remarks content density compaction t percent lbs cf �b O percent Ibs/cf percent - -• o P / percent co - '1 o P type P. 3 • T .n V .a T .n � .o percent Ibs/cf percent TV-of a Sand with s i 1 t, fine to medium, dry, S il ty sand, f ine to meth um, 1 ight. and wi th s i l.ts and trace of gravel , 5 loose, light brown. fine to coarse, light brown, loose. gray, loose, dry. - 3 . Sand with gravel , medium to coarse, , gray, loose, most, no recovery. 5 3 Slightly moist medium s 3 Sand with trace of gravel , medium to 2.6 100.4 88 8 9. - 9 Y gray-brown. 1 4.6 3 coarse, gray, loose, moist. 4 8 Sandy silt,fine, moist, gray, loose, 28.0 - "' 3 slightly plastic. Sand with silt and trace of gravel , fine to medium, medium gray-brown, o recovery � D Sand with silt, fine to medium, gray, � slightly 2 5 g y moist, loose. 10 4 Wet 2.7 117.4 moist, 1 oose. 28.8 - 8 3.8 * - v, 5 Silty sand, fine, gray, wet, loose, 7 22.1 _ rust banding, mottling. Clayey silt, fine, 30.5 _ 5 3 2 � 15 y y lt, ne, dark gray, loose Silty clay, fine, gray, wet, slightly 32.8 w 3 to moderatelyfirm, slightly plastic. tight, plastic. Sand with gravel , medium to coarse, 20.4 9 YP , gray, wet, loose. 7 Rust contact at 20.0' 41 .4 - 20 - In I 2 f gn Clayey silt, fine, gray, wet,moderatev 40.9 - 3 16.2 - R83 nd with gravel and clays, fine to frrrm,sl i��tl 4. 1 coarse, 1 ight brown, dense wet. - 4 �Y� y plastic. 9 Sand with silt and gravel , fine to 20.6 - 25 56.-5 - coarse, gray, loose, slightly 7 5 plastic Sand with clay and trace of gravels, 26.8 - 15.8 - 12 Clayey sand with gravel , fine to Qec_r�a, � fine to coarse, gray, moderately � 0 coarse, light brown, dense, moist. 24 - Si1ty sand, with trace of gravel , fine dense, micaceous. , to medium, gray, loose. 25.4 - 30 No change. 6 3 g 40.0 Sand with silts and trace of gravels, 22.6 - 15.8 Clayey silt, fine, dark gray, loose to medium to coarse, gray, moderately moderately firm, slightly plastic. Y 6 dense, wet. 47 Interbedded silt. 20.5 8 4 35 Sand with silt, coarse, gray, moderate 20.0 15:7 9 Sand with silt, fine to medium, mod-. � - erately dense, gray, wet, ly dense to loose, wet. Increased rain size. 40 20.7 - � 40 g Trace of gravels, dense. 16.3 112.0 9 � 2 0 Sandy silt with clay, fine, gray, wet, 19.1 - Gravelly clayey sand, fine to coarse, 16.0 - 9 moderately firm, slightly plastic. light brown, dense, moist. 9 and with gravels, coarse, wet, gray, 16.3 - 9 Rust band, mottling. 18,g - 45 5 45 moderately dense, channel sands, 14.6 118.1 7 UJ micaceous. 13 9 V_ r i L Sand with gravel , medium to coarse, 21 61; _ gray, wet, dense. 15.9 113.3 48 6 Sand with silts, medium, gray, mod- 26.1 - 6 Clayey sand with ravel fine o ..1 Y Y 9 t 18.3 12 erate1y dense. to dense, red band,, 8 coarse, 1i�ght brown, dense, 23 mottling. moist. 3 No changes detectable. 16.9 - 55 13Z - M Sand with gravels and clay, fine to 18 4 0 20 coarse, dense, gray to dark gray, X Gravelly clayey sand, fine to coarse, 17.5 -- 30 wet, intermixing of sands, gravels 9 light brown, dense, moist. 41 No recovery, no sample. 60 11 and clays. _ 6 No change. 28.2 0 60 19 Silty sand, fine to medium, gray, 17.2 _ dense, wet. B35 Contact _ No recovery. 0 23.6 65 16 6 Gravelly sand, coarse, light brown, 14.8 - Z 24 6" Invalid blow counts due to sand pack. 18.9 - Invalid 65 wet, dense, rust contact, mottling. p 16.1 24 410 38 No notable changes. 70 Sand with gravels, coarse, gray, dense 54 18.3 - 14 wet. •. ravel with sands, coarse, gray, 13.5 22 - Sand with gravels and clay, fine to 16.6 , No recovery. � _ _ 8 dense, wet, channel deposits. TT coarse, light brown, dense, moist. 47 2 75 End of Boring - 73.5 feet Sandy silt, fine, brown, firm, moist. 19•0 _ 5 6 Groundwater - 10.0 feet 'Clayey sand, fine, light brown,dense, 16.5 3 No Bedrock moist. - Mottling at - 66.0 feet . End of Boring - 76.5 feet 80 - Groundwater - 11 .0 feet 80 BORING - I No Bedrock End of Boring - 76.5 feet Groundwater - 12.0 feet I Mottling at - 45.0 and 50.0 feet No Bedrock No Mottling BORING . 2 BORING -- 3 i GEOTECHNICAL INVESTIGATION PERFORMED BY. 60 13-2 Inland Foundation Engineering , Inc. � z3 +8�.81 Sc � I --� BL4 4-eP- ie/d S4-c•cq. e Road Sc�L.44 -t------ -- -- - 4 8-3 1310South Santa Fe Avenue ., -- 18 ; i9 20 2i 22 23 24 25 San Jacinto , California 92383 Project No. RI06 -004 Dated September 4, 1987 • APPROXIMATE LOCATION OF BORINGS ! = Go, MAR 2 6 1991 REVISIONS: APPROVED BY: COUNTY OF RIVERSIDE McDANIEL ENGINEERING COMPANY, INC. ASSESSMENT DISTRICT NO. 159 REGISTERED CIVIL ENGINEER No. 34 -42 3000 OW TOWN AVE..SUITE 2078,$AN DIEOO,CA 92110 (819)692-1920 BUTTERFIE LD STAGE ROAD SOUTH, PHASE - DATE: 10-/G-8 9 REGISTRATIO XPIRES 9-3 0-91 10 BUTTERFIELD STAGE ROAD SOUTH APPROVED BY: SCALE: BENCH MARK: BRIDGE OVER TEMECULA CREEK OF II SHEETS e AS Show►-� . R , LIF. See ''T�+/e s.heef. " LOG OF TEST BORINGS FILE NO. FOR ROAD COM 1 NER DATE: / 9° DATE W.0.130-2 FOR: F.B. r //2 TON Rlp�� ll - 0 / 0 00 1. III TOP COA C,Z./VI/VG 4+ /09/• f 607. COAIC. Lr/IVlNG M o j 2 - Pi N l r N r1r c CZ IN 0467, 1W Y J607. NC L/N/NG _- _-----' �� $ I 101 BOT, CONC'.L/N sor. coN ' I T CONC.c. ,gyp \ / , I1197 oN RIP - aimr 7.16 �j 00 CONc, Lh1/lIV4 �• l 5 o --- • T ti' 17 b ♦ 20 •qt2 95, - 21 ,�-----�_ `- - - 3 71 2Q, QP) �S TMECl1E CREtr� - 2 / ' �3UTM r \ 27 Ili; j I - " , r • STA. Of 8 � 9� � BUTTERF L D S SAGE _ 24 2 5 2.6 ROAD SojjrH ._. , I I + TOP cv `I4N/NQ STAGE ROAD SOUTH o r •. /• r� C y / -. CHANNEL CHANNEL- srA. �2,� vo �' !STD 4 ins.oa P i J ,• 8E CONC GIN v �3EG/N 00NC. r7 o v , EXTEND 5 ,�YOI�ID - pv• // / \. �•4UT/ coNC. L!/VING w,a a CMS. �_s,� w/L ! roP,�►ss sRawN EPeoTE TE o � � ,� SHOW! ��� , ca / II F. S, AS EX'ST,S \ / I r00r/N0 TRENCH / F/LTER o 1 I c� ,nor. AS SHOW) ! " P S o Lgry 1 r YP/CAL R/f'RAP FOOTING dET,4/L • '--- ���: I �C� NO SCAL E CJ � I f m 31 r / 4/2 4 S III CONS MUCRON NOTES /r O inr rn�.rw ni u.r — u.nn i.nnir � I M io MIAl CONSTRUCMAI ✓orNT TOP CONC. L/N/NG CONSTRUCT (MOD/PIED)CLASS "B" CONCRETE CHANNEL LINING W/6- /O/IO I//2.00 W, W F PER RCFCD STO. DWG. NO. CH 326 _ I¢, 7 S.F 24" 2''REDWOIOO HEADER TDP CONC. L/N//1 a INSTALL /Z Tow R/PRAP AS SHOWN O r ,,C � � � BR/AGE AavT^�wr --. .__ --- _-.-__ t3Fr/OG� a�uTA?EwT 11 � N PL ANS 4 L�4 S.S B 2 REDWOOD HCA�XR CONCRETE •' •'" .• , • PER f3R/DGE P[,AN PE�4,BR/DGE' F'C,<W '- r 847 CCCr�,NANNNNEL o � 4 . • N 50 BO C AN T N NEL ✓T. /LL R ,BOT CQit�C.C-/NINE F/ LER ;I • /087 III B J SECT/ON B-B 5oT coNC. L/wiwG 9 I 16 BOTTOM C11,A - , • M N /2 . • OFrAx B , Iit .I No SCi4LE 1 BOj.OtO Ch62Wi1/EL L/IV/NG 1� . �.P 4"c4ASS;,�~cayvC. - ABUTA/ENr sm /8 t see 4/ ELEV.s,�WNPER PLAN W G /O io ABUrmENr sm. B3 t 20. 49 x WIRE MESH No SCA4-E Na s CAL� .N MAR 2 6 i99l > --- COA/sT✓r, 11a1wrioNAc.) � REVISIONS. SUBMITTED By.. -- ¢,QE�saR�2¢'o.c, RANPAC ENGINEERING CORP. • COUNTY OF RIVERSIDE ST/RRUPS 27447 ENTERPRISE CIRCLE NEST ERSIDE • ~� REGISTERED CIVIL ENGINEER N0.3Q927 TEMECULA, CALIFORNIA 92390 410AoIl,0/NAc RE,�rccWr:) ,�_,$_go ASSESSMENT DISTRICT N0. 159 DATE. - EXP. 3131192 TEL. (714) 676-7000 of APPROVED BY: // SCALE: BENCH MARK: BUTTERFIELD STAGE ROAD BRIDGE ,, l I TEMECULA CREEK // SHEETS CHANNEL L/N/NG aETA/L I .� � �r � � � 40 - SEE TITLE SHEET ii �AA��� /VO SCALE• RIVERSIDE COUN�'Y, L rF. CONCRETE LINING N I N G DATE. �'� FOR ROAD ca mm LONER rDA;rE., NOV /9 W. 0. FOR: F.B. FILE N0. i 01 r ( I -j f _ I I l T