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Home My WebLink AboutBicycle and Pedestrian Bridge-Deep CanyonDIAL f l'l_=_ FREE g , M AT LEAN TAF'0 DAYS BEFORE YOU DIG I UNDERGRO=LINO SERVI�•E ALERT OF SOL)THERN CALIFORNIA OVWD DRAWING APPROVAL, Date Approved: S+ DWG. No. _.........�.�........._.------.-•.--- C r .f f v--,ier - Mw En,i-ma:r R.C.E. ka ;3075 Revis;on: Date. AI pr:: _ � OF 1DIAN N '.s- {.�� 5�E`.TY �'� .n. '`7} si'�... S+f : i; Nr:r '� � v �. �° � y v- £� k... y . `; v, _ -�„ . ', �i •''> i� '3 � '�f `a y �'� i "a !i 3 � - � i Sx t •� . VICINITY MAP NO SCALE k' PORT LAND CEMENT CONCRETE CO'ACi-TELLY VALLEY WATER DISTRICT CONTACT : JOE JOSLIN (760) 398-•-2651 THE GAS COMPANY CONTACT : PAT DOANE (760) 34I.6-4248 VE.RIz0N CONTACT : MARY JANE BRADLEY (760) 775--3603 IMPERIAL IRRIGATION DISTRICT CONTACT: CARLOS PART-IDA (760) 398-5554- TIME WARNER CABLE. CONTACT : DON KNOK (760) 340---13-12 BENCH MARK I APPROVED BY PRIVATE _ENGANMRS NOTICE TO CONTRACTORS T HE. EXISTENCE AND € OCATION OF UNDERGROUND UTILITY PIPES, LINES OR STRUCTURES SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. AND CONFIRMED BY THE UTILITY COMPANIES. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT SHOWN ON THESE_ PLANS, ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THOSE PLANS SHALL,. CONDUCT THEIR OPERATIONS SO THAT ALL. EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL. CONTRACTORS AND SUBC..ONTRACTORS SHALL. COMPLY WITH .IFII. "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY` ORD�-RS." THE CIVIL ENGINEER AND TETRA TECH, INC. SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND F ALTH REGULATIONSiz OF THE U.S. DEPARTMENT CIF' LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INLUSTRIAL RELATIONS "CON`STRUCTIcm SAFETY ORDERS." THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT- SHALL.. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL. WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOL%) THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK, ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. AUTHORIZED CHANGES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL. NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHOR€ZED CHANGES TO THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE: PLANS AND THE CITY ENGINEER. THE BEARINGS SHOWN 'HEREIN ARE BASED UPON THE CENTERLINE OF STATE h-IIGI-NIVAY T '1 1 EAST CIF BAY CLUB DRIVILE (NOW BEING MOUNTAIN COVE) AND WEST OF THE. DEEP CANYON STORM WATER CI-'IANNEL PER PARCEL MAP NO. T 6B60, P.M.B. 3'-5/96-99, SAID CENTERLINE BEING SHOWN AS "N92°36'03'V{ 4E6,86", ON SAID MAP RICE-€ARD EiDPECi,�Y, P.E. .. BASIS OF�BEARING ..�._._.._.........�.___...�.___---__.�...__�.._.._�. CITY Ei��GINEER THE ELEVATIONS S€-€OWN HEREIN AE;E BASED UPON AN AERIAL TOPOGRAPHY SUPPLIED BY WIL.DAN & ASSOCIATES. SAID MAP SHOWING A MONUMENT AT TI IE CENTERLINE ;NT'ERSECTION OF STATE 1-WY 1 1 1 AND MOUNTAIN CLOVE. BEING AT AN EL.a"ATION OF 90.23, SAID MONUMENT ALSO BEING THE CENTER OF AERIAL TARGET NUMBER 5 ON SAID AERIAL PHOTOGRAPHY. DATE NoTDATE REVISIONS LOCATION _�.�._�..._.�.,�.NO SCALE CONSTRUCTION NOTES INDEX OF SHEETS PROTECT IN PLACE SHEET NO. DESCRIPTION �� SAWCL.TT PAVEMENTC, BIKE PATH IMPROVEMENT EMENT � �,AN REMOVE CURB 1, TITLE CLE SHEET 2. TYPICAL SECTIONS REMOVE CONCRETE PAVEMENT 3. PLAN AND PROFILE 4. MASONRY BLOCK WALL PLAN REMOVE MASONRY BLOCK WALL. UTILITY` PLAN 100 `` CONSTRUCT 5" PCC f Viz" AEA ON 24" MINIMUM COMPACTED SUBGRADE 1 CONSTRUCT PCC CURB PER CALM TANS A67 A2_'m20a #DC LANS I? CONSTRUCT PCC CURB RAMP PER CALTRANS STANDARD PLAN A85 CASE E 6 .. GENERAL PLAN DECK CONTOURS `'I CONSTRUCT MASONRY BLOCK WALL PER APWA STANDARD PLAN 601-1, TYPE � � FOUNDATION PLAN WITH A LATERAL LOAD OF 20 PSF, ABUTMENT LAYOUT 10. ABUTMENT DETAILS rl�-4) MATE TO BE PROVIDED BY OTHERS. I 'I . D`PICAL SECTION 015 CONSTRUCT EXPANSION JOINT PER APWA STANDARD PLAN 601-1. 016 CONSTRUCT FOOTING STEP PER APWA STANDARD PLAN 601--1. 1 % SAWCUT AND REFACE EXISTING MASONRY BLOCK WALL. SCALE LJ10,B0. NO SCALE 1.00 DRAIVDR77 SF -AN CRUMBY PROJECT ENGINEER: MOLLY MELL PLANS PREPARED BY: TETRA TECH, NC. ` 52---580 CAROLINE COURT, SUITE B No. 53893 PALM DESERT, CA 92211 w Exp. 12-31- 03 OF C.k�ll KEI:OA ANDERSON RCE 53893 12. GIRDER LAYOUT 13, CHANNEL LINING REMOVAL_ PLAN 14. STRUCTURE APPROACH 15. LOG OF TEST BORINGS CAL.TRANS PROJECT NO. STPLER- 5401 (001) So -BUILT DATE 11/22/0 PROJECT NO. \2140jj �',60 EC 20+832D OAS c o iq syt,6CTION -A c -F—D� Sl 9 +A 2.6 XON C F;IAN EASWENT 0 R Z-\- L T 1 40.00* 25'56'52" 18.11' 9. 2 2' 2 40.00' 62'18'55" 43.50' 24,18' 40.00' 25*27'31 17.77 Y 9. 0 4' 4 25.00' 39'44'54-" 17,34' 9.04' ] �5O C� 4 �T5 5 ' 4 �1- 2 9.2 8' 15. 5 e /t o TOP OF EXtSTI�. A CONCRETE CHANNE OACHELLA 14 COACHELLA VAL A Q-'QT 777 rV z ti'll LtY `�VAT�R VAI-Lt.Y YVAILN OF EXISTING 'DkSTRlCT w j L- g A-9f iz. DISTRICT R/ -------- NCRETE CHANNEL 4) c .... ....... ............... BENCH MARK APPROVED BY PLANS PREPARED BY: THE BEARINGS SHOWN HEREIN ARE BASED UPON THE CENTERLINE OF STATE t-fIG!-IW/-\Y III EAST OF SCALE JOB NO. BAY CLUB DRIVE (NOW BEING MOUNTAIN COVE) AND WEST OF THE DEEP CANYON STORM WATER Ess io,� CHANNEL PER PARCEL MAP NO, '16660, P.M.B. 85/96-99, SAID CENTERLINE BEING SHOWN AS 1"=2000100 0 3335,,A TETRA TECH, INC. SAID"N82'36'03"466.86"' ON SAID MAP 42-580 CAROUNE COURT, SUITE 8 RICHARD KOPECKY, P.E. wwo DRAFT/DRSIGN.- PALM DESERT, CA 92211 CITY ENGINEER Exp. 12-31-03 omm'm� BASIS OF BEARING IN SEAN CRUMBY THE ELEVATIONS SHOWN HEREIN ARE BASED UPON AN AERIAL. TOPOGRAPHY SUPPLIED BY WILDAN & ll�l REVISE BBEO STATION 1" 01, f v kV ASSOCIATES. SAID MAP SHOWING A MONUMENT AT THE CENTERLINE INTERSECTION OF STATE HWY PROJECT ENGINEER: '111 AND MOUNTAIN COVE BEING AT AN ELEVATION OF 9D.25. SAID MONUMENT ALSO BEING THET�m CENTER OF AE-RIAL TARGET NUMBER 5 ON SAID AERIAL PHOTOGRAPHY. DATE NO. REVISION$ MOLLY MELL KEKOA ANDERSON SCE 53893 r DATE 11/22/02 PLAN AND PROME BICYCLE AND PEDESTRIAN BRIDGE AT DEEP CANYON CHANNEL loll's-w0m�� Mm PROJECT NO. 93-87]R SHEET_ 3- 0 F -- ----1.5 4 N1 N CH MARK THE BEARINGS SHOWN HEREIN ARE BASED UPON THE CENTERLINE OF STATE 111G1-hVAY 1 -I 1 EAST OF BAY CLUB DRIVE (NOW BEING MOUNTAIN COVE) AND WEST OF THE DEEP CANYON STORM WAI-ER CHANNEL PER PARCEL. MAP NO. 16660, P.M.B. 85 96-99. I CENTERLINE �' SAID CENTI=RL_ �I:. BEING SHOWN A O S "N82036'03" W 466.86"' ON SAID MAP PSIS OF BEARING THE ELEVATIONS SHOWN HEREIN ARE BASED UPON AN AERIAL TOPOGRAPHY SUPPLIED BY WILDAN ASSOCIATES. SAID MAP SHOWING A MONUMENT AT THE CENTERLINE INTERSECTION OF STATE HWY 111 AND MOUNTAIN COVE. BEING AT AN ELEVATION OF 90.28, SAID MONUMENT ALSO BEING THE CENTER OF AERIAL~ TARGET NUMBER 5 ON SAID AERIAL PHOTOGRAPHY. APPROVED BY RICHARD KOPECKY, P.E. CII-�' ENGINEER DATE 711�1? ww Z f yW �0 R L € A 30.00, . ,27`4.8'3115" 1414-_56' 7.43' B 35.00' -0''12'03" 26.39' I3.86' SCALE. JOB NO. :: 5335.0001 . 'I � 10 DRAFT/DRSIGN: SEAN CRUMBY PROJECT ENGINEER: MOLL` MEL_Lm s ;�0E55I0iv /fF � A114 � fi S F N�. 53893 Exp. i7-3] E)3 T��uS" x I'r`z' x 1 6„ I E f C) €} co I€ C'') V) m bi 0 - FG CONT TOP OF FOOTING GENERAL TEES: 1. CONSTRUCT MASONRY BLOCK SOUNDWALL PER APWA STD. PLAN No 601 --1 UNLESS NOTED OTHERWISE. 2. USE 20 PSF LATERAL LOAD TABLE IN THE APWA STD. PLAN 601---1 FOR WALL DESIGN TYPICAL SECTION NOT TO SCALE PLANS PREPARED BY: III lip mfmi If _0 iii 11, OPROTECT IN PLACE 02 SAWCUT PAVEMENT 03 REMOVE CURB 0 REMOVE CONCRETE PAVEMENT 0 REMOVE MASONRY BLOCK WALL.. 10 CONSTRUCT 8" PCC/6" AB ON 24" MINIMUM COMPACTED SUBGRADE 11 CONSTRUCT PCC CURB PER CALTRANS A87 A2-200 12 CONSTRUCT PCC CURB RAMP PER CALTRANS STANDARD PLAN A58 CASE E 15 CONSTRUCT MASONRY BLOCK WALL PER APNEA STANDARD PLAN 601----1, TYPE 2 WITH A LATERAL LOAD OF 20 PSF. 9 GATE TO BE PROVIDED BY OTHERS 15 CONSTRUCT EXPANSION JOINT PER APWA STANDARD PLAN 601-1. I6 CONSTRUCT FOOTING STEP PER APWA STANDARD PLAN 601-1. 17 SAWCUT AND REFACE EXISTING MASONRY BLOCK WALL. MASOAAT BLOQkmilTALL PLAN PEDESTRIAN �. , a,CANYON KEKOA ANDERSON RCE 53893 DATE 11/22/02 PROJECT NO. 93-87 SHEET 4 OF 15 IV 9 a OG Li aturn: 50.00 0.(l0' C6 C� �M + r^ ro a_ mom BENCH MARK APPROVED BY 140.00t C rf") ). cm PROFILE GRADE SCALE: 1 = 20' (NEASURED ALONG BIKEWAY CENTERLINE.) , m Ld 91 C) Q Q Ei7 co m co �� LXIIINC C.`ONt RI IE CHANNEL. LINING � '� SCALE: 1, _ 20, SCALE: 1 "=20' THE BEARINGS SHOWN HEF,EIN ARE BASED. UPON THE C, NTERL..INE OF STATE HIGHWAY 1 11 FAST OF BAY CLUB DRIVE (NOW BEING MOUNTAIN COVE) AND WEST OF THE DEEP CAN)'ON STORM WATER C,I'.'ANNE;L. FIER PARCEL MAP NO. 16,660, PL.M.B, 85!':3639. SAID CENTERLINE BEING SHOWN AS "NKZ36013_"V4l w 66-86'" ON SAID MAP RICHARD KOPECKY, P.E. BASISBEARING CITY ENGINEER THE ELRIATIONS SHOWN HEREIN ARE BASED UPON AN AERIAL TOPOGRAPHY SUPPLIED BY WILDAN & ASSOCIATES. SAID MAP SHOWING A MONUMENT AT THE CENTERLINE INTER SEC HON OF STATE E•- WY -1 1 -i AND MOUNTAIN COVE BEING AT AN ELE VATIC�N OF 90.28. SAID MONUMENT- ALSO BEING THE CENTER OF AERIAL TARGET NUMBER 5 ON SAID AERIAL PHOTOGRAPHY. DATE S= 3LOCK WALL 4 BIKEWAY CONCRETE BARRI TYPE 25 (MOD) 4141 i F _3 CONCRETE BOX GIRDER TYPICAL SECTION SCALE: 1 "= 21�_ PILE DATA—CIDH CONCRETE PILES FRACTURED RIB FINISH (T).P) LOCATION DIAMETER DESIGN LOADING (SERVIC f LOAD) ...... _.............. _._.. _._..._..___... NOMINAL. RESISTANCE _ ---TT_. ... DESIGN TIP � ELEIVATION SPECIFIED TIP ELEVATION w COMPRESSION � � . TENSION ABUTMENT 1 1?4" � 5 T ON 300 KIPS 0 2`9_75 (1) (3) ` 9.75 ABUTMENT 1 WING WALL 16" 8 TONS 32 KIPS 0 C)4.75 (1) 64.75 ABUTMENT w 2. ,1 E 75 TONS 300 KIPS C) 29,75 (1) (3) `?9.95 ABUTMENT 2 WING WALL € -16- 8 TONS 32 KIPS D 65.90 (1) 65.90 ' E20 ....: DESIGN TIP ELEVATION IS C ONTF�OLLED BY TI-11 FOLLOWING DEMANDS. (1) COMPRESSION, (`'� TENSION, AND (3) LATERAL LOADS. NOTES: INDEX TO PLAN: QUANTITIES: -1. FOR "GENERAL NOTES", SEE "DECK 1. GENERAL PLAN STRUCTURE E XCAMATION (BRIDGE:),* CONTOURS" SHEET. 2, DECK CONTOURS STRUCTURE BACKF ILL (BRIDGE)` A'. FOR "PRESTRESSING NOTES". SEE: "GIRDER LAYOUT" SHEET. 3, FOUNDATION ELAN 16" DIA. CAST_-IN---DRILLED--FIOLE CONCRETE PILING 3. FOR FRACTURED RIB DETAILS, SEE 4• ABUTMENT LAYOUT ` 4" DIA. CAST -IN -DRILLED- HOLE CONCRETE PILING "TYPICAL SECTION" SHEET. LEGEND: �DENOTE:S WATER FLOW. `~ HIGH WATER ELEV. = 74.51 5. ABUTMENT DETAILS PRESTRESSING CAST--IN--PLACE CONCRETE 6. TYPICAL. SECTION STRUCTURAL CONCRECE, BRIDGE* 7. GIRDER LAYOUT STRUCTURAL CONCRETE, APPROACH SLAB* 8. CHANNEL LINING REMOVAL PLAN CONCRETE (CHANNEL LINING) 9, STRUCTURE APPROACH FRACTURED RIB FINISH* 10. LOG OF TEST BORINGS .JOINT SEAL (TYPE 8 --- EVER 1 1 /2 INCH) BAR REINFORCING STEEL (BRIDLE)* TUBULAR HAND RAILING (MODIFIED)* CONCRETE BARRIER (TYPE 25 1<, ODIFEI_D)* * DENOTES FINAL PAY QUANTI T Y r� Q ?, -._0„ E REINF OPCED ELfAS'11_01'ERIC PADS (ELASTONIER ONLY), SEE "BEARING PAD DETAIL" CAN "ABUT,IENT DETAILS" SHEE.T (TYF`) t� L� GEOC.C�fvlE�fw�SIT E. DRAIN (TYP) 12„ EXPANDED POLYSTYRENE SAME THICKNESS AS BRG PAD Qll) SLOTTED PIPE BfKEWAY ABUTMENT a BACI.VALL SEE "DETAIL 1" ON "ABUTMENT DETAILS" SHEET , ..,.. ,...,._ ..,.....,..,..,,. ,._,...., _, ... W�r-7- _r...,. � r f f r � r �r E..DGE OF FOOTING BELOW EDGE OF DECK---'� ' RFAFNV', SPA I SEE "EXTERIOR SHEAR KEY DETAIL." ON -- -� „ABUTMENT •� D I-AIl Cl, CuC"CT / 6P ABUTMENT q. BIKEWAY BENCH MARK APPROVED BY T 11E BEARINGS SHOWN IlEREIN ARE BASED UPON THE:. CENTERLINE OF S IAl E HIGHWAY 1 1 1 EAST (.)F L-:i.AY C: LUER DRIVE (NOS ,V BEING MOUNTAIN COVE) AND WEST OF THE DEEL' CANYON STORM WATER CHANNEL PER PARCEL MAP NO�-16660, P.M.B. 85/96..--99. SAID CENTERLINE BEING SHOWN AS :,N82'°' 6'03" W 466.86,,, ON SAID MAP RIC•HARC'= ICOF'ECl{Y, P.E- BASIS OF BEARING CRY ENGINEER THE: EL [VATIONS SHOWN I-l"A EIN ARE BASED UPON AN AERIAL TOPOGRAPHY SUPPLIED BY WILDAN &l. ASSOCIATES. SAID MAP SI-I0WING A MONUMENT AT THE CENTERLINE INTERSECTION OF STATE I-ll�irl` -I1 1 AND MOUNTAIN COVE BEING AT AN ELEVATION OF 90,28. SAID MONUMENT ALSO BEING THE CENSER OF AERIAL TARGET NUMBED, 5 ON SAID AERIAL PHOTOGRAPHY. DATE i ABUT BRG i EDGE OF FOOTING BELOW �- EDGE OF DECK tINGihALL BEHIND CYP) i .. ... ... ...... ...... .............................. ................... .... ......... .................... ........... ...... 2r-0' +._. '° 16' x 14„ x '1 1./2" STEEL �---_ P REINFORCED ELASTOMERIC: PADS 0. (ELASTOMER ONLY), SEE "BEARING } PAD DETAIL" ON 'ABUTMENT s `T r DETAILS" SHEET (TYP) i. .1--GEOC OMPOS1TE DRAIN (TYP) EXPANDED PC LYSTYRE;NE �BG 13 J` SAME THICXNESS AS 13- 2 � c� BRG PAD � t © I 3" 0 SLOTTED PIPE � BIKEWAY 12" LO I• CNI BA C CKWALL fA EDGE OF FOOTING BELOW EDGE CIF" DECK BEARING PAD SPA PLAN SCALE: -1/2" = 1,—O" *REMOVE AND REPLACE AT PORTION IN CONFLICT WITH THE ABUTMENT, SEE CHANNEL. LINING REMOVAL PLAN" FOR LIMITS, AND CHANNEL LINING REPLACEM.ENT DETAIL. SECTION .. SCALE: 1 /2„ _ 1,-0" ABUT 1 CL ABUT BIG I FOOTING SCALE:. 1/2" ` 1,-0" 6 3,-7,. 2 1 1 [, Y n 1 •I ,. ABUTMENT 2 CL BIKEWAY n mr �. BIKEWAY i ,f s . fl 11 3,-7„ EDGE OF FOOTING BELOW EDGE OF DECK CL, ABUT BRG 1 1,T3„ 1,-3„ EXPANDED POLYSTYRENE BO-13 1 3-2 1 /2" EXPANDED JOINT FILLER 41.1@i, VINGWALL BEHIND #` T & TYP) TOT 'I0 TOP OF EXISTING CONCRETE CHANNEL LINING UPSTREAM FROM ABUTMENT" ,* Co 12 • EF-,-'',ELEV 74,5Fr EXISTING CONCRETE C€-IANNEL LINING PLANS PREPARED BY: -- CL ABUT 2 CL ABUT BRG 2 RF S(t ¢'r c , _ , TETRA TEEM, INC. '? 42-560 CAROLIN COURT, SUITE B =' ] PALM DESERT-, Cif j'-21 1 Ida. 553'�:. � ;:. � ^_�,.. RICK CHAN RCE 55392 BB OR EB BG--21 -JOINT SEAL / ---STRUCTURE TYPE. B �., APPROACH (MRt=-1-1/2") _/ i SLAB #510 12 F" --4 TOT 12 GEOCOMPOSITE DRAIN OG —� `CONSTRUCTION JOINT ��- 3_0 SLOTTED PIPE. 4„ 0 PIPE n �,o . TYPICAL. SECTION S CALE: 1 /2 °' 1 ' __ O [, N R F-OR DRAINAGE DETAILS, SEE "WEEP 1-10LE AND GEOCOMPOSITE DRAIN DETAIL." ON 'ABUTMENT DETAILS" SHEET. 2• BARRIER IS NOT SHOWN FOR CLARITY FOR VVINGWALL DETAILS, SEE "ABUTMENT - DETAILS" SHEET. LEGEND: 0 DENC)TES VERTICAL CIDH CONC RE E PILE 'G era erLes Jsc V 20'-" #809 r—,a—hQsa 9 0 9 ETE #9 0 9 NOTE. RIGHT { I SIDE SHC)lh'N. DEFT SIDE 53MLAR i o TOT 3 k TOT 2 TOT 7 � i TOT 2 ai—oiII 01TIONAL. #91 TOT 4 BENCH MARK I APPROVED BY 4 TOT 7 THE EARlNC; ; Sl-IOWN HEREIN ARE BASED UPON THE CENTERLINE .Of" STATE I-11'C" WAE` '1 1-1 EAST OF BAY CLUB I.?r`IVE (NOW BEING MOUNTAIN COVE) AND WEST OF THE DEEP CAN (ON STORM WATER CHANNEL- PER PARCEL_ MAP NO. 1 ff-16O, P.1', 3. 85 /96....-99. SAIL) C..LNTERUNE BEING SHOWN AS 21N82'356'03"`tiFv 466: 86"' ON SAID ASAP f�lC€-[AID IiOPECIrY, P.r`r, BASIS OF BEARING CITY ENGINEER TIDE ELEVATIONS SHOWN HEREIN AIRE BASED UPON AN AERIAL TOPOGRAPHY SUPPLIED BY WIL.DAN & ASSOCIATES. SAID MAP SHOWING A MONUMENT AT THE CENTERLINE INTERSEC?"ION OF STATE HWY 1 11 AND MOUNTAIN COVE BEING AT AN ELEVATION OF 90.28. SAID MONUMENT ALSO BEING THE _ - - CENTER OF AERIAL TARt"7� NUMBER 5 ON SAID AERIAL PI-IUTOGRAPHY. DAI E I ALL ELEVATION NO SCALE NOT};: RICI_11_ SIDE SHt7lnfN; I...EFI S1DE SIMILAR ,—CL ABUT BRG 0 .1-9 SECTION-. SCALE: 3/4"_ 1, O„ ILL 'LING B EDGE OF GAL! SHEET METAL APPROACH SLAB ,--ABUTMENT BACKWALL SEE "DE GEOCOM.POSITE .CAI SEE "DETAIL NOTED SEE. NOTE w FILTER FABRIC WRAP AROUND DETAIL KtTMENT BACKWALL ABUT BRG ABUT RRG BEARING . PAS DETAIL NO SCALE LEVEL _ F �NSION IL.LER [3-1 ?F 0 EXPANDED 3 3, --.POLYSTYRENE SAME O 079 INCH GALV SHEET THICKNESS AS METAL OVER BRG PAD. BEARING PAD COAT TOP OF PAD WITH SILICONE GREASE m - T NO SCALE SEE NOTE I CAP END, TYP SEE. NOTE i" 0 SLOTTED PLASTIC PIPE SEE NOTE -? TEE CONNECTION 10 MIL POL` 3" MIN PLAN BOND TO GEOCOMPOSITE DRAIN NO SCALE NOTES: 1. 4" 0 DRAINS AT INTERMENDIATE SAG POINTS AND AT 25' MA\ CENTER TO .'ENTER. 2. t� EOC OMPOSI�1 E DRAW. CEMENT TREATED PERMEABLE BASE, AND 3" SLOTTED PLASTIC PIPE CONTINUOUS BEHIND ABUTMENT AND WINt" \YAL.LS. CAP ENDS OF PIPE, PROVIDE "TEE" CONNECTION AT 4"0 CSP DO.WNC?RAIN. JOINT- SEAL TYPE B 130- i ALTERNATIVE '1— 1 TEMPORARY BL.IMPER WITH INSERTS 3" BONDING - � :s 1 /8" Y 12" NEOPI�ENE STRIP BONDED" 3" MIN WIDTH EACH SIDE OF JOINT. PLACE' PRIOR TO SACKFILLING THE ABUTMENT OAC:1`tiWAE L ANC? INSTALLING THE TI=MPORAR�` BUiMPER. (FOLD NE:01:"RENE INTO CHAMFER.) JOINTE DETAIL NO SCALE SCALF JOB NO, _ PLANS PREPARED BY: 333-5-0001.00 AS SHOWN TETRA TECH, INC. —� 42--•580 CAROLINE COURT, SUITE B DRAFT/ DL 8I N: ho. 55392 PALM DESERT, CA 92211 � lxg. 1Z-a'1Tt34 �. PROJECT ENGINEER- INI I I:: $'s cam!! 11" - O • 3"BONDINIG ON SMOOTH FINISH F.-- STRUCTURE APPROACH f` I i LDS 9 I I w N 95 90 85 80 75 70 65 60 55 50 45 40 35 3 25 _ ...... 1 - - __ ---...-.. _..._ . - ._.___ �---�- !.--_-_.__._ .._- _. - -........ - . -. . ,7I- ��L _ .-_.-�-_ __- :_"� ..�.__i __-, � _�. �.._-_�_. ,_- y. ��-,IZL�.. -- - _, -.L ;.. _.I- ,. -1. -_GI.. -.- I -- .- .. -I. -._. -- . ,... ,..'.I. .... .._. F -- ,- .. ,. .- -. _ _.. . �........... - ..._.. _.-...... . -.. _ . . _ _. -�.---w.r..w.w...;� _ . ,I i .. .� ; ; . 1 .-_ %� -I ._. .. . .. -.% . . . . s . :. .,; it . I. . I - . -.. ti' . -I- . - r, - .I ..-. - kV ,•.., I . . - ..... ----.... _ .a . -. I . .. .. .. . _.- -.. ...iL_ -- . - _ -..L__�_. _r --. - - _ - -L--- .. -._ - ---.I L-. ---. I-I. . I - - _._ _ - - _.-! - _-_- ... . . . .. . ' � ..... z.... ' +coo+o _� _ jI i-. ++ 40 i - a 1� 80 T _L. i- �a+vv i-- o v � o �a v I . .I -.. .-. I .. • v .I =:5 . ao . . I .. - - .-.�--_ ._.-. _�.. . - _, -- - -_ ____ - -,. --I, . . _ ______._.-, ---_-___ _ __ _.I _. _ � I. . .. .�..-..- _I ._ . . . .._.: .9 . ..[�L� ._--- . -- �'ft --L- .. Scattered ]_ -L -I - - ,. .. ..,._.-._......•._..----•. ..__-�_.._.-....... __._..._._.__-....._.__ ..._-..-...._..-.w....... _....,._.._..-....._.......__-.-__...._.. .............a..-_.._.-.... , ��_ ..--,...-_-..-..._-•_•___ _.-..Y.�--,.-... --... . .......,,-. -..I .... _ ..�_.,.„_-,_-..,,..,_ �.. ._._ .._ __....-. _ . _. ._._. y! Scattered cobbles .. cobbles - . . S •j, I,. R brxklders on Surtke . - I . . . .. & bolt dem oo, suffhce . - - - "-- 9d S.3 -----------._. 1 :t.5 3 € Slily Sand: l31QFVn, fine grained I. _- "�� _ I-. - _ _ w _ _ '. - _ _ L - ` _....-- . " ..�- �-. SG 25,0 I S,i. 2Ef _ , $tlty SaFl4i. lirOwn, sne gra1F>.�d . - . . ... t .1 1. t 1.�.tI .- I .I. . ,. - . . ......._ &5 Fi.l 11 r I . - :� 2.5 2$liy Sxnd: Hrptivn. fine grained S_ _ _-_-_.._.._.._._.. .._.__ - _..._... --,...,-.-,. ... ,- _ -_ ___ . ,__.._.....�..._. ___r M Y - Y . - . • - fl ' 5Hty Ctpy. Broivu, ►qat QQ Q� . .I d(1.a 2 $:S 25 _. S9 3.S _ _ i'j 3 2.S Srsilty sand: i31vwn fine gained _, _� _ _ _ _ _ I - _ _ _._ _ __ - -�- -_/ I .-/ -- ___ _ _ _ _ - ...I. _ -__ - � ss ssndg Siif sruwrr. sand} Y . x . 3. S.� S�. s iI . , I r �,,. .N�- I.. .- _ w_ 9fl tJ.s1 ,.,:. tf. . 4{ i _...... d 1-5 39 Silty Skttd: Brv+vn, rely sift}, .-...._.. ______.-. ._ - _. _ -_.___,_................... - ...__.. ____.__ _. _ _w•__- �..�_ �...._��.`..`_ - T --- -- - - -- -� .- ... ...... - . -- --- I- - -^ --- -- - - - 9't ..,..m _. �. - Sandy Slit: Brown 1 2: 48 3.S { fine grained I. . - . - . with clayey sift layer yf2"4 kk ".�1.., - ._.-.`_.r _._._-... - I.--L. 'Ii .• . ..II _.._..........-. ..,M.. S «,5 3D Silty Sand: tWWn, fum gained . ---•-••-- -�--- - - - -._ ..._--.,.-_.,�-•- ._ _._.___ .-...-.-.-. _..._ -- Boom Df Ghanne# -._...--__ .-.. w._.._..�....____, -. ...... __. __.Y_._ _. _ - _ __ .... ._ .. ____ - _ �__ MW _w__ _. _ ___ -- r - 'a 1 U _ __--.,,_._..__ - 5xnd: Grey brown, fine grained~r •-� - 5 �.5 SS F. F. with clay ey si lt taker 3"thief .- . - -....---L. --.._-.... I _.-_ ------- _ - - ,. .. aS.S }} 6 F.5 3i Silty Sand: I3rnF� n, fine grained isish sandy silt layer a"shin: .... _ _ _ _� _ w- _ _ .____•__ _ _ _._._ - -.�_- -_...__ _ �____-___ -•--�--____•-------- . _ _ _ .�_ -- �. . ..- . - . - _. _ tt7E; _ . Sandy Silk Sri7wn, very sandy s-4 `_ s.5 d8 } . .. 1: '.,l :J I7.ty . f `fit 1t'I...I...... ---I _-_i ---- '. __ I—-. ....� __._._-...._..-�_� 9 :TS Q7 Silty ,r..&- Ur,mvn fiat; r;€asr�cd ._.._._-.._____. .--.__-_�..__...._. ..-_._..._,-______.__._ L.. ______._- ...�_._._..._._.-.._ _,....._..-_-.....--.......--_---,----_._.. .-.-.- ---. .-- __.....� _._w.__...._.._._- - i. too :•; ;L; - ' G y rp Sand• re b wx, fmgrarned y^ 5V ; M 7 xa 79 i :.fff j t' .�. .. Eti _ 4.2 .•i : {[ ...I.. ' - . . . .:.Z . ..-..-_.__.�. 8 t.5 5 Silty Sand: $€rnvn, tine graitu�d - _w ---^-- __.�.. --- 1 _--.--_--'._-_•.._._ �..__._.,,_-.�..w.. ......_m__ .T.-........____._.._._- ._._... __ _� _-._ _. _- _- . -.. _ Sand: Grey brown, fine grained 0, . 1.0 8 1.5. dfl F` f. ..�... € ` .. - _ . .. . . I. _�_%11.-. ...._�.____.._. ..--_...._ 9�i 13.4 i �! . __i . " . ._............ ..._ Z.a 7P Silty Sand: IIroivn, Cne Grained -:.� -Z. . __.-.-_--_-.._-..___. _.--__--..w_...._.. ..Y-.--r._-"--- .�.._-...._._-__...... - .-....._.. _....---__. r_ ....._-.._._-..--......... ..-._____-....1..__ .-.-.---I-,--- __ ...__.._ _.._-._._...._.-_...--_ ._.___.._.......__.... _-.....�.,.... .._.._._-...._..--'•_ - ,-._---._....__�._ ...-_-...---..T__ -- ._..-._-�_._."---._•......_..-..__...... - .__.._..-_.. ._.., ._-.___m.m IU1 ~2.5 - ._...-__ __.._ .....� Surd: Grey brown, finegtatlud :. . _.. ..I. i.5 So _ w_.. -- 3.ti :. . _ __.�_ ._.-•---.- IQ 1..5 $k $3pd:i]FL'VtrrotF'n, fine w nzcdiynt graineri ..-+.� _._.. .�... -.____ - - _ ..._.---.._------•..--- ..._...------_._....... _...,..._._.._._.._______ ._.-�,.__.__._....... �.._.___.._,,..._,.,„_ .-.__-�._.-..,..._..-_ „___.._._.__..._._._ _...____---,.._____.__ _ ..-.__.._-- _.-__-_.-�__ . �.. - . ...._____._ �.... .•.-. __-__•.` .r...-„.M.. __ -�- 5 _---- Saltd: rcy 1sro%m, ft p.gfBlIFCf3 � ., . 1L?9 €.i . -I L.--_:_--*k1 - - .--_ 11 2.5 Sei Saud: GFCy br�xn, -. -- , ,-. - _ _ _ _ __ ___ _.__ _.� __- _ _ _ _ _ _ _t _ . �„ , -4 _.� . .,,_ _-,w,-_ fx4 -- Sand: Gsey:brown, . I. 2-o i.6 77 fine to inedium grained .. ..- fuse tv mediasrt grained --__ _._........ �__� . -.--.-.- --...—.. _- - --_. __ I.- _. ....___ _ _..-- t'? 1.5 43 ____.._ 5and: Grey lraun- __- �_ __ _ -- _ _ _ - __-._._.--._,._._... ____-_-._- - _ _-_ . - - _ _ ._ _ - _ -_ _ _. L . 8amd: Ct[e} brown, go' 2 .1.5 G$ 5,8 - 1- -01 �. fine grained - . .. - . • •• I-�-(i finetra.rnedisan grained with clayey silt layer. ]'thicfi . . -_ _-___w__' - _ ._ m..._.W__-- --- _ __ -__ __. _..__ --.. _ _. _ _. __ _ _ ._ -. -. --.I - - -- . a _ . _ . . _-_ _. _ �- - _ - - - - . _ _T -, R.I- P] FI . - --IIj . � . . ._ I I . . . . . . I -.- ... ., .- -.. .- _.:_ . I-. . .. ___ 1 -L-�-._ . ... -.1 . . . "..- ... --Ii -_ --.- I —-. . --.--. - -. _ - --. -- - -. --. ..�.-,,.. ---_ ". _-B. � E.i 1- -rL..-. ..- -.-L--1- .--.. -.- _.- . �.. _. .L- -I ��.,..-"- __. _-_ LI- '� .-_. -_. ,.. .�--.---..- -. - - . . . -- . !. . .- .... L. -I'.I I. - - _L ._ . L -I-.. .. _�.-I...- .-.� I_ftII LND (�F'QR�NG (PEATC?NS IL- LGEND €3F EA3 E-...I. MTIAS . .. .. -.. - �_ - .. . ... - - .. - . -L ..-E. ...... _ . . Gonais n Ci . y ass ca ion .- .. . Unified Soil Classification • . - . ...; . '.. . .,,1 ... . y.. .. - . . . .- GrapZ .7L Lear - Descravxz --._--. -Diameter of Auer 6 No.n£:Slow Granular � hesiv� i Syit7ilicilyxa3o - . .. A. Soil .. . . - . . lPlt'.tilr'@. 'fp ryf'I)r art. .--._.- Xo.__LI N� nn- .�7Q..n��.J .o. .;-.... .I.�,*''.%LL. /. ...�`J...Ai. .:(}: I. %. I... - .. . - '? .. - -. Dry Density (1bsleu. ft.)' iJ i t t es i:a es ❑ her sail tests C - Cor3solidatiun 4.. ';.� :�_.":_.'" .-. .I- j M aterial Chars a - 0aoae Srift 7 1L 7. ,.I .. S' . - Poorjaded sands �Y . v� . - . ._4 - Ue crz Lien of Soil �. . ..... ,. .-' ... .m. .. a tt� or XkC] �hi,e . a: - . -Q Semi -Ur s1Ct F ►�t�f . . C I .-.. l 2_ . Sand: .r r w 5 :3.8:.: C. ay 1f o n. brie n rn d' t 8 r't3tr i d a ne � . - . . S.l� . Sift .' sand:s �.. QDT'f.0 . . . . I... Date P£Fioking .__. 2 X - 35 Go] Compact �L1sry Stiff' .. 4a silt' mixtures .. '. ., . . ._ Q Dense Bard .. . , . M . . .. _gazzic .silts . . 3.�. �.. -- . and very fine san ds - , . - --,_.-- I- .- . I -- 9i�IIII 7ti Very Usxzsee • . . I . Y Haxd .-. ..I. ....A .._. . ...I... . , .. ... . .... ... .. . with li kx . . . t plastieiity .. . .':,%: L_-. "_.-. -- -R- .-.. . . .i. . ._. I_ .. I. L_ I .-..- ... .... . I. _.��. .... .7 .... ..j..-... . . . _.- . .. . . . . �. ... ... .. . . . . . ...... : . . .. • .. L . - .. ,=: .z • .. - ...I .. _. I .- - .. .. . . .. i. 4l. - '�"�".. �..... .. _-._ ..- ..- ----. - _._--_. _.-.-...- -. . . .. .. .. - _ .. - . - ..- % _. ... -. , .. .. . .. ..... . m le i* 4e+ n 9 . e i aw e a. I W