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HomeMy WebLinkAbout2006 - Lewis Avenue (Atascadero Creek Bridge) DEL ORT SISKIYOU MODOC CITY OF ATASCADERO INDEX OF SHEETSDEPARTMENT OF PUBLIC WORKS ca o TRINITY SHASTA LASSEN M TITLE TEHAMA PLUMAS PROJECT PLANS FOR 0 TYPICAL.. CROSS SECTION -- 1 a GLEN BUTTE SIERRA z COLUSA NEVADA LAKE �G�-l`� PLACER LAYOUT L— 1 i. EWIS AV NU IMPROV M N PROJ CT POLO� EL DORADO SONOMA NAPA PROFILE I L_E 1 j�.._.. f R 0 1 1VEW N1 R E twon T- d F%L EDA MARINCONT A OSTA FR N1 ALL S CAPISTRANO AVENUE CJ5 TUOL`QUpM�NPE MONO SAN FRANCISCO CONSTRUCTION DETAILS C " 1 SAN MATEO SANTA CLAM ' MERCED CONSTRUCTION DETAILS C--G IN THE CITY OF ATASCADERO SANTA � �P 92�F FRESNO INYO CONSTRUCTION DETAILS C--, CITY BID TULARE NO. 2006=000 MONTEREY KINGS PROFILES D— 1 TO E SUPPLEMENTED BY THE CITY OF ATASCADERO STANDARD SAN DRAINAGE LUIS SPECIFICATIONS DATED MARCH 1992 OBISPO KERN SIGNING & STRIPING PLAN SS- 1 AND CAL TRANS STANDARD PLANS DATED JULY 2002 SANTA SAN BERNARDINO BARBARA OS ANGELES GENERAL PLAN S-- 1 VENTURA / LOCATION MAP 0,�� RIVERSIDE DECK CONTOURS S---2 I lt: ' SAN DIEGO IMPERIAL FOUNDATION PLAN S-3 ABUTMENT L.AYO UT S-4 ABUTMENT DETAILS S-5 - TRAFFIC WY RETAINING WALL LAYOUT S- 6 UTILITY CONTACT LIST RETAINING WALL DETAILS S-7 TYPICAL SECTION S-8 GL. N SMALL ATASCADERO MUTUAL WATER CO. WATER (5Q5),,,, 466-2428, TONY LEFANTE CHARTER CABLE TV 805 431 -4123 MARK MARKWORT CITY OF ATASCADERO SEWER 805 461 -5000 TIED ARCH TRUSS 5--9 ROBERT LOPEZ PACIFIC BELL TELEPHONE 805 546-7452 KEN BREM PG&E ELECTRICAL 805 434--4464 TIED ARCH TRUSS DETAIL No. 1 S- 10 z RICHARD ISBEL.L SOUTHERN CALIFORNIA GAS GAS 1 (805) 781 -24901 TIED ARCH TRUSS DETAIL No.2 --- 1 1 TRANSVERSE: DECK BEAM S--- 12 APPROVED MISCELLANEOUS DETAILS S-- 13 �` _�_ �� � I oWEST MALL ST W ° DECK REINFORCEMENT S--- 14 STEVE KA CITY E GINEER TE R.C.E. 42350 GUARD RAIL & LIGHT DETAILS S-- 15 CITY of ATASCADERO DECORATIVE BARRIER & SEAT ' DETAILS S- 16 DECORATIVE URN S- 17 EAST MALL ST STRUCTURE:. APPROACH TYPE N (30S) S- 18 APPROVED BY: p a Q STRUCTURE APPROACH DRAINAGE DETAILS S- 19 Q_ Z Q JOHN NEIL, GENERAL MANAGER DATE SEQUENCE OF CONSTRUCTION S--20 R.C.E. 4o9s7 ATASCADERO MUTUAL WATER COMPANY A 'r 04 SC LOG OF TEST BORING S---- 1A- PROJECT LOCATION IRRIGATION PLAN L1 . 1 4 Q�OFEss,�� IRRIGATION DETAILS L1 .2 �o PLANTING PLAN L2. 1 rn z ' /roject Engineer ate No. , z GENERAL NOTES/LEGEND/ELECTRICAL DE:TAILS El .0 Registered Civil Engineer Exp. s� CIVIL P ELECTRICAL SITE PLAN , SCHEDULES E2.0 of cap F��\ j. Pians Approval Date CALL BEFORE YOU DIG THE CONTRACTOR SHALL CALL �.. "UNDERGROUND SERVICE ALERT" (USA) o AT 500-227-2500 AT LEAST 2 WORKING DAYS PSOMA The Coll tractor shall possess the Glass (or classes} of license PRIOR TO PERFORMING ANY EXCAVATION p N as specified in the "Notice to Contractors". 2295 Gateway Oaks Drive, Ste. 250 - i Sacramento, CA 95833 oa NOTES L LINE 1. DIMENSIONS FOR THE STRUCTURAL SECTIONS ARE SUBJECT R/W R/W TO THE TOLERANCES SPECIFIED IN THE SPECIFICATIONS. AC OVERLAY (2"-8") , FL FL , 2. SUPERELEVATION AND CROSS SLOPE AS SHOWN OR A 1.0' 6.0 VARIES VARIES 6°0 1.0' DIRECTED BY THE ENGINEER. SW 1.5' SW OBLITERATE AC 1,5 x 3. FOR WORK PRIOR TO STATION 10+00 SEE SHEET C--1 5 2 PROFILE GRADE 2 0 FOR DETAILS. .� VARIES VARIES VARIES VARIES 5� r? 4. TO CONFORM TO EXISTING PAVEMENT, CROWN WILL 1 717 OG SHIFT 5.0' OVER 20.0' TRANSITION LENGTH. - - =+ --� 5. AC CONFORM FOR DRIVEWAY FROM 10+77 TO 11+07 2"-8" AC OVERLAY EMBANKMENT 6. UNLESS OTHERWISE SHOWN CURB AND GUTTER SHALL BE PER CITY OF ATASCADERO DRAWING No.418 EMBANK ENT 4" PCC 6" AB, TYP R/W FENCE, SEE BRIDGE PLANS L LINE STA 1 +4 5.13 T 0 15+15.5 0 FL FL VARIES 7.0' 18.0' 18.0' 6.0'--8.0' �-- a SW SW m V) 1,5' PROFILE GRADE 1.5' VARIES VARIES . . d . .' OG I! II X 0 L0 00 00 Off Ac STYPE B) 4" Pcc .= RETAINING WALL 12" CL 2 AB OBLITERATE EXIST 6" AB, TYP � �-- SEE BRIDGE PLANS AC SURFACE II L LINE II EMBANKMENT I! 27.6 27.8 !I Nli M �- 0 m W UJ Z W II II < w T � a USTA 11+80.00 R/W II II FENCE, SEE II PROFILE GRADE L11 BRIDGE PLANS L LINE FL EXIST 8.7FL 18.0' 18.0' 8.0' 00 0 x z PLANTER SW SW 00 00 U) Z 6.0' 1.5 _ RETAINING CURB w <t 0.5' CLEAR PROFILE GRADE 1.5 FROM 11+07.0 TO 11+57.0 2% ---- 2 (SEE SHEET C-3) w -- - RETAINING WALL z w TOP SOIL FROM STA 11+57.0 STA 1T+52.60 TG 14+16.13 V) OG �„ TT L ARCH BRIDGE SEE BRIDGE PLANS) 4" PCC RETAINING CURB „ 6" A , TYP SEE SHEET C--3 4 AC (TYPE B) OBLITERATE EXIST SEE NOTE ) 12" CL 2 AB AC SURFACE CURB AND GUTTER EMBANKMENT L LINE TYPE, A TYP. FL FL VARIES 7.0'-13.9' VARIES 16.0'-18.0' VARIES 16.0'-1.8.0' VARIE 6.0'-13.9' SW SW CD 4" ROMAN PAVER FENCE, SEE BRIDGE 2" GROUT xSTA 11+00.00 TO 11+80-00 c.� PLANS SEE SHEET C--2 PROFILE GRADE 4" f' PCC � FOR LIMITS 2% 2% 6 AB, TYP R/W L LINE R/W � . FENCE, SEE BRIDGE PLANS w EXIST g,0' L 18.0' 18.0' L .0' 4"9f PCC _---- SW SW CURB TYPE C 6 AB, TY __.-- PLANTER VARIES __- 7.3 f f SETA 10+34 0.5' 1.5 0 --5 PROFILE GRADE 1.5Mo- CLEAR CROWN �O 10+77 TOP SOIL SOIL 2 SEE NOTE 4 2% OG RETAINING WALL OBLITERATE EXIST WINGWALL VARIES 27o - - SEE BRIDGE PLANS AC SURFACE EMBANKMENT STA. 12+42.60 TO 12+52.60 STA. 14+18.13 TO 14+26.13 O ----- W STA 14+15.13 TO 14+46.13 SEE BRIDGE PLANS OBLITERATE EXIST dill VARIES 2"--5" 4" PCC EXIST PLANTER illm c� ff AC OVERLAY " AB, TYP STA 12+22.60 TO 12+52.60 ¢ � 4 A C TYP E B � Ac SURFACE ff C ) 12 CL 2 AB T RT APPRGACf�►H STT BRIDT PI_AI\ISl a L14LO-0 b# O a TYPICAL CROSS SECT z STA 10+00.00 TO 11+00.00 NO SCALE o Xml Nov 28, 2005 - 1416:45 DWG Name: N:\6ATA010200\transp\mostdes\rood\pl\X-l.dwg - Loyoutt Updated By. n jorrell FOR REDUCED PLANS o 1 2 3 ORIGINAL SCALE IS IN INCHES UTILITY RELOCATION GENERAL NOTES DRISI N TE A RAISE 3'x5' PGE VAULT TO GRADE SEE NOTE 5 POTHOLE 1 . FOR PAVEMENT RECONSTRUCTION DETAILS 1 NOT SHOWN SEE SHEET X-1, C-1 AND C-•-2. PLACE SDMH PER CITY OF ATASCADERO STD DWG 501 B RAISE CABLE TV BOX TO GRADE 1 CATV 0 TELEPHONE & ELECTRIC 3 ELECTRIC 4 GAS & WATER 5 TELEPHONE & ELECTRIC 2. CONTRACTOR SHALL CALL U.S.A AT LEASTC RAISE TEL BOX TO GRADE ADJUST EXIST MANHOLE TO GRADE 2 DAYS PRIOR TO ANY EXCAVATION. D PROTECT EXIST TREES 3. AT LEAST 14 DAYS PRIOR TO CONSTRUCTION SEE CONSTRUCTION DETAILS SHEET C--2 CONTACT ALL UTILITY OWNERS NOTIFYING E RELOCATE OVERHEAD ELECTRICAL LINE: BY PG&E (SEE NOTE 5) THEM OF THE PROJECT. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL F EXIST 10" PVC WATER LINE TO REMAIN 4. FOR WATER LINE INSTALLATION DETAILS CONTACT UTILITY OWNERS AND VERIFY LOCATION NOT SHOWN, SEE SHEET P--1. OF UTILITIES AND ALLOW FOR RELOCATION OF UTILTIES G PROTECT GAS LINE 5. ELECTRICAL CONDUIT AND LINES TO BE INSTALLED REMOVE DI, PLUG AND ABANDON PIPE H ADJUST WATER VALVE TO GRADE (SEE SHEET C-1) FROM BRIDGE TO PGE UTILITY BOXES. 6. CHAIN LINK FENCE TYPE CL--6.0' SHALL BE FROM ( I INSTALL 8" GAS LINE CASING 5.0' BEYOND APPROACH SLAB (LENGTH = 235.01) REMOVED LIMITS TO FACE OF RETAINING WALL (EAST) J INSTALL 10" DIP WATER LINE (LENGTH = 350.0') LT 14+53.4 AND FROM REMOVED LIMITS TO BASE OF FILL SLOPE (WEST). � 'K 4" GAS LINE TO BE INSTALLED BY OTHERS GUARD RAIL � 27.0'1 LT 11 +80.0END RETAINING WALL >_ w END ►RETAINING CURB L CONNECT TO EXIST 12 TRANSITS (A/C) LINE USING 12 x10 m 0 END ,-REMOVE EXIST C&G TAPPING SLEEVE AND 10 GATE VALVE PER AMWC DETAIL #108/#110 LT 14+46.1 BEGIN RETAINING WALL INSTALL 2 AIR RELEASE VALVE SEE AMWC STD DETAIL #112 END CURB, BEGIN C&G TYPE A i w 31.3' LT 10+29.4 s 0 39 9 LT 12+66.0 _. k. �. 59,8 LT 12+73.8 w BEGIN SIDEWALK, 17®5 �T 11+10.0 LIP `� 0 0 C&G TYPE A 27.0 LT 10+28.4 cap `i ������� RETAINING W � w ~ PLACErl DI, STD DWG 502 END CLF w"I * �� ALL .3 0 � �.y:, , � 9 r„ ., � TEMPORARY FENCE 121 a W BEGIN REMOVE EXIST CURB ! a 35.5 LT LIP ELI=-857.0 r a s $I + I r a � / ( ) r • �� TYPE ESA N S E A > +29.4 ` e lk 26.7 LT 10+35.4 INV OWT 853.5 BEGIN CURB / �,-'' i rio � . 13.8 LT 1 l / NAW N E I Iry i ! , m x LO _.. ro 1 �, o ' R Px --0.02 END C&G TYPE °• `� � . ��� �.,� C �. 0 0 R EM O E 1 +22.6 0 � ,/ 67 TREE TO 2 4 i ,. . "n rA 0 00 26.7 LT fi 00.0 PROTECT' XlST 38.1 L1 ' ► TREES AND- 3: �- B EGI N RETAINING CURB 4a _ - •• ,� f [� . a h +83.5 ti ---000 I I LAqD '!N G ,. �.a �,/ gg ., y -4163 LT 12 � YP a )- lsluccoza= ,f � can i --- R ETAI N T N G"llmm T, am quo SW >, --' p.P to L rt , �� _ :� �. .a P1 7 pM,y m t - } prb WALL .,n,.P.7 Y ";t- 8 sar aa.•m 'i..,: '0.... Sp � ' ' t :f'` Igo Q �- .. ._ .,....�,...., ,,,......,, ,_, ,.... w.,..........�._..,.A.. .............�«.,..__..._. ....� ».T.�,.,„...».__....._....,�_ ....,,,».«_._.,..,.»..,..._,�».a...,_,,....,.,..«....A... is w w 0 1 o 1 o W Ito„W --- - 1 oftW ��� 01' ,, OWN c c 4962.60 J Ln w RAN SI TI ON G I a i TR U R 4° 5079.42 <L T i IP GU R =- ,-- 8 U o U AF_..,ROA h Way �.. o en EN PAVEMENT ---- ,t t, J RE ONSTRUCTION 1€3 s i s + 18 18 s 1 - - ,d F, ,� � oc 5+00 E 1 +16.50 M c >> I _ R, . ,. � r r ` EN D B 457\3 0 1 •"' '~_--- _ ON.F RUCTI r � �.. i ► P o' _ r 5, C � E CA 1416 I 7' 0 _ r APP.ROA C + K 1AIVt? 46 3 7.61 ,� 25 _ 00 E__._, a �` ..." h" '^ _ w... }t .6, ,,, , f . a.., �➢`^.,yg `.r ; ,^s eg{ (� " ;�; 6 :i { -- ,...._ § t 'fia .J`g l f'�`g �e �..,'. !.a'q^� r^'�- l s..,.`,.) 6 ! �*y a V/ `''�`'' ;-�^•, a ~P V t R B 1! ^... TBW fl .P, •rr ,., ``'"^ ® �.. ----�...IINM :E t 9a_. �.,,_ r ,.,d. g ;, qa, ,;,¢P tit f V y„- a ✓ p NM� IIIM!'"'gpIR„ , ,f` pR 11+57.0 I _y^ µ �'{ _ •r .°..s ,ta .. tl 6 amu.. �l r l {y "` , d„ r ,a W �/j (}} g \ q f �r « w i l , 4 Wil W E r '�, �� 3 4J 6 4./ ll�.f „f p�+ ,£.', � 'gra '..�.. ��. � ......,, $ J 59 .56 R I D RE tl CURB L: sI ss :;u. - : R�� or� ..c 1 0' p „ s k o iEM E 0 \ - „ 4"S4 £� g R \ . XI ST 21 X5 ` 5+01 .3 w I `38.7 T 10+17.2 LIP D D I RT X11 + 6":O R ,12 4 s WII 1 fs jr 0 s 3 I tTi ! + ► w . _ D IDEWALK, to 4 DRA NAGE SYSTEM t VE EN SW - _ _ _ �. .b r w 0 .o I C G N ;ISW � IIol � �� � r ° .� / 1 YPE A PLACE I, STD DWG 50� i woo �r� .. � ®C J M Y�.. �3 .- �{ 11 . E E MOVE EXIST Lu< 0 LIP EL --- 856. 1 FF y..=�«�".,� hn Ink �of T w. � . 8 PR TE TV TER I , . m _ a. i j ��.µe._ o� ` ;ITA BEGIN SI DEWAL L C&G INV OUT=853.3 ��, W .�, �, d / c sewer ._...�---- � 'a ► MAN LACE o.; woir , A C&G TYPE A � 18 RCPx23 , S=0.02 I Ig.., _._.,,, I , onent � ,h �,-- i I �wd � �'" �° ._ EASEMENT f T 14+ .1 • BEGIN RETAINING CURB C ► �« 17.5' RT 1 10 0 IP 42.9 RT 12+46.7 ,�r� ND rCURI3; f GIN C&G TYPE A e 11 +08.0 L ; TEMPORARY FENCE (TYPE ESA) 16.1 RT 14+22.9 4 DRAT A . SYSTEM B I BEGIN REMOVE CLF z BEGIN REMOVE 43.6' RT 10+19.7 PLACE Di, TD DWG 502 I EXIST SIDEWALK, C&G , BEGIN SIDEWALK, C&G TYPE A LIP EL=85710 EXIST OVERHEAD CATV ° BEGIN REMOVE EXIST SIDEWALK, C&G INV OUT 8$3.5 TO REMAIN 18 RCP�14 , 5=0.02 0 x PLA N m 1 "=20' U 0 -- LEGEN D w e m ALIGNMENT DATACL RETAINING WALL w N0. R A L T AC TRANSITION PAVING (SEE DETAIL SHEET C--3) 260.00' 51°01 '01 " 231 .51 ' 124.06' REMOVE EXIST MEDIAN MATCH EXIST STRUCTURAL SECTION C COLD PLANE AC & 2ft.M9331 rn" �, MIN AC OVERLAY CONTROL POINT DATallA cn 2"--8" A C OVERLAY � �44*66100 'c 'c No. NORTHING EASTING ELEV DESCRIPTION OBLITERATE EXIST AC SURFACE 101 5000.00 5000.00 860.36 SET 5/8" REBAR, PLASTIC CAP AND TACK MARKED "CONTROL POINT" x 104 5201 .46 4636.68 856.90 FD 1 " OPEN IRON PIPE IN MON. WELL EAST MALL & LEWIS AVE. ' REMOVE TREE as " as LAYOUT U 105 5105.53 4812.49 855.79 SET 5/8 REBAR, PLASTIC CAP AND TACK MARKED CONTROL POINT � SURVEY CONTROL POINTS AS SHOWN 112 5003.80 5061 .97 859.05 xx z a 115 4954.20 5090.11 859.40 FD CONIC NAIL & 4 NAIL STRADDLERS VERTICAL DATUM BASED ON NAVD88 -- 1&21:24 111 Name: N• 6 TA010 W tr mastdes road i L--1.dw - La t1 Updated B . n' di Dec. oz, zoos [� .® A z � ansa ` �0 9 y«+ � � .� FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES AMWC STANDARD CONSTRUCTION NOTES 6. WATER MAINS AND APPURTENANCES SHALL_ BE 'TESTED IN 11 . ATASCADERO MUTUAL WATER COMPANY SHALL BE NOTIFIED AT LEAST CONFORMANCE WITH THE PROVISIONS IN SECTION 306-1 .4, TESTING 24 HOURS PRIOR TO STARTING ANY WORK ON THE WATER 1 . ALL WATER DISTRIBUTION FACILITIES SHALL BE CONSTRUCTED IN PIPELINES, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS DISTRIBUTION FACILITIES.. CONFORMANCE WITH ATASCADERO MUTUAL WATER COMPANY (AMWC) CONSTRUCTION, LATEST EDITION. ALL SERVICES, FIRE HYDRANTS, STANDARDS AND POLICIES AND THE STANDARD SPECIFICATIONS FOR VALVES, BLOW--OFFS, AIR--VACS AND OTHER APPURTENANCES SHALL 12-NO CHANGES SHALL BE MADE TO THE WATER DISTRIBUTION x PUBLIC WORKS CONSTRUCTION, LATEST EDITION. BE INSTALLED PRIOR TO PRESSURE TESTING THE WATER MAIN. FACILITIES SHOWN ON THESE PLANS WITHOUT PRIOR APPROVAL OF ATASCADERO MUTUAL WATER COMPANY. 2. IN THE EVENT OF A DISCREPANCY BETWEEN THE AMWC STANDARD 7. TRENCHES SHALL BE RESURFACED IN CONFORMANCE WITH CITY OF SPECIFICATIONS, DETAILS AND NOTES AND THE NOTES AND DETAILS ATASCADERO STANDARDS AND THE PROVISIONS IN SECTION 306-1 .5, 13°NO CONSTRUCTION SHALL BE STARTED ON THE WATER DISTRIBUTION SHOWN ON THESE PLANS, THE AMWC STANDARD SPECIFICATIONS, TRENCH RESURFACING, OF THE STANDARD SPECIFICATIONS FOR FACILITIES WITHOUT PLANS APPROVED BY ATASCADERO MUTUAL DETAILS AND NOTES SHALL PREVAIL. PUBLIC WORKS CONSTRUCTION INCLUDING TEMPORARY SURFACING. WATER COMPANY. ATASCADERO MUTUAL WATER COMPANY WILL NOT INSPECT THE WORK WITHOUT APPROVED PLANS. CONSTRUCTION 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO 8. WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED IN PERFORMED WITHOUT APPROVED PLANS AND WITHOUT INSPECTION BY ATASCADERO MUTUAL WATER COMPANY STANDARDS AND THE CONFORMANCE WITH AMERICAN WATER WORKS ASSOCIATION ATASCADERO MUTUAL WATER MAY NOT BE ACCEPTED. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, STANDARD C651 , DISINFECTING WATER MAINS. NO CONNECTIONS TO LATEST EDITION. EXISTING WATER MAINS WILL BE PERMITTED UNTIL THE NEW WATER 14.ASBESTOS° CEMENT (AC) PIPE IS PRESENT IN THE AMWC SYSTEM AND MAIN IS SUCCESSFULLY TESTED AND DISINFECTED. MAY BE ENCOUNTERED BY THE CONTRCATOR. IT SHALL BE THE ® 4. SEPARATION OF WATER MAINS AND SEWER MAINS SHALL BE IN CONTRACTOR'S SOLE RESPONSIBILITY TO HANDLE, MODIFY, DEMOLISH, � CONFORMANCE WITH THE PROVISIONS IN TITLE 22 OF THE HEALTH . ATASCADERO MUTUAL WATER COMPANY SHALL BE NOTIFIED AT LEAST REMOVE, HAUL AND DISPOSE OF AC PIPE IN CONFROMANCE WITH ALL AND SAFETY CODE. 48 HOURS IN ADVANCE OF ALL WORK THAT WILL REQUIRE A LOCAL, STATE AND FEDERAL REGULATIONS INCLUDING ALL REPORTING DISRUPTION OF WATER SERVICE. NO DISRUPTION OF WATER SERVICE AND RECORD KEEPING FOR ASBETOS—CONTAINING MATERIALS. LEGEND: w 5. WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN WILL BE PERMITTED ON MONDAYS, FRIDAYS, WEEKENDS OR HOLIDAYS. V w CONFORMANCE WITH THE PROVISIONS IN SECTION 306, UNDERGROUND 15.UNLESS OTHERWISE NOTED ALL JOINTS ON THE WATER PIPELINE 1 INSTALL 10" MJ 45 DEGREE ELBOW > 10. CONCRETE THRUST OR ANCHOR BLOCKS SHALL BE PROVIDED AT ,9 w .� CONDUIT CONSTRUCTION, OF THE STANDARD SPECIFICATIONS FOR SHALL BE RESTRAINED. WITH 10 MEGALUG RESTRAINED cr_ a PUBLIC WORKS CONSTRUCTION, LATEST EDITION, ALL VERTICAL BENDS, HORIZONTAL BENDS, AT THE END OF PLUGGED DIP BETWEEN ELBOWS MAINS, BEHIND TEES AND BEHIND FIRE HYDRANTS. 16.CONTRACTOR SHALL POTHOLE TO DETRMINE EXACT LOCATION OF W o 0 EXISTING WATER LINE FACILITIES AT BOTH TIE--IN POINTS. THIS WORK 2 INSTALL 10" ROMAC FLEXI--JOINT SHALL BE CONSIDERED AS INCLUDED IN THE LUMP SUM PRICE PAID SEISMIC COUPLINGS OR 00 00 FOR 10" CLASS 350 DIP WATERLINE AND NO ADDITIONAL PAYMENT APPROVED EQUAL s SHALL BE MADE THEREFOR. m F_ 0Ld 870 870 m Z w HIGH POINT ELE = 862.25 u') 'GINT Ell100.0 ' VC GH INT STA __ 1. 34.3 MOW — w ' � w � � � ___. --� PVI STA = 11+34.3� �, �' � + d- Q �_ — U ® C) 85 ® P I EL V = 63. 0 ,,�-� �, + ° �- �i 8f3t3 P Vl TA 11+50.00 02 a �` — - r- `� 00 L N �'• PVI LEV — $ 7.22 + 00 U w U w .. K 24. 27 J `r'• xJz r" + :2 - '° 0 rllr- .D. 3.6 `�` � NST LL 2' AVRV P E m w cn 862 r °` — , ,� 7.33 c� -j A WC TD ETAI X11 B c� w > 862 ui z F- 0000004 H) LL 6 )E -' coo cn w ,3p� CO N.ECTDN5_AMG_S__E Xm 2 BE-L AND SPIGOT WITH BEL RE TRAI TS OR _ _ ° = 58 1 _ 2 858 w __ __ _._ 0 _ m 1 --- � M ® w Z w L LI E P OFI L �, 0 � � I 100 Y � 855.4-6 V 854 PVI 10+00.0 �� I 854 its I ® EL 857.75 I I I V N 853 0 I + � I I I 850 . �. � � ._.. .. � f 1� 1 N OTA 850 I I EXI S 3 " SD °� ..� �. F 1 s I I I I Pi ��. �,. .» a n. ". " 6 "'w.. / X; "� 848 �. . , .Y ,. # . .� ..� � ..., � . u � a. aa ., a.. .. ",. ...� _ -.. — ��- v� �� 848 �� „ " @ a awe w, ... } 4, STA 12+14°4, 1.9 T ` EN 10 DIP ATE LINE 42 INST LL l 1-f J RS GAT VA VET EA1,33 T . � . «� 1/ 842 ... Ew m �•. teary . x I . 1 ,X a� APP 1 V AN 10" -GATE ¢.,. `` �-- x ALV PER AM CSD DETAIL #108 AND X110 „ s . , 838 m Mi 0.„L... . ool 0- 834 834 830 >... «.«x«u.. w.,«.Ma.„",.,,.�.,. .�.�.,„„�.,�,. s��,...���. 830 c+•�:�) ._ y4,..::. 10+0 11+0 14+00 15+00 .� rO r CD X PROFILE 7 HORIZ 1"=20' O VERT 1"=4' V) Ow C Pmt Dec. 02, 2005 — 18:21:24 DING Mame: N:\6ATA010200\transp\mastdes\road\pl\L—l.dwg — Layoutl Updated By. n jorrell FOR REDUCED PLANS 0 1 2 ORIGINAL SCALE IS IN INCHES LEGEND: BEGIN RECESSED C&G REMOVE EXIST MEDIAN, ISLAND AND SIDEWALK 36.7' LT 9+54.7 :END CURB (TYPE C) BEGIN CURB (TYPE C) X36.7' LT x31.4' LT 9+74.7 1 ADJUST WATER VALVE TO GRADE SAWCUT AND REMOVE +24.9 EXIST CBcG RADIUS POINT EL 857.14 .,� MINOR CONCRETE TEXTURED PAVING (COBBLESTONE PATTERN) 38.7 LT 9+54.7 ®� 40.2' LT BEGIN SW TYPE C CURB 9+33.5 1 � 31.9' LT SAWCUT AND REMOVE 35.5' LT EL 851.98 10+26.7 BC EXIST SW 9+33.5 SAWCUT 1/�4 a EL 851.78 EXIST SW 31 -9 4"w TORF44"w "w 4"w 4"w 4"w 4"w 4/ W RELOCATE EXIST SIGN _ry.. 10+29.4�` s LT W m V) 00000c 000000 B CK OF WALK 1' 12 00000 9+30.0 ° 00�s o.o,00; > EXIST FH 00000 ' oo.b, Qoo 4" ,. „ .. ' 0 0 0 0 0 EL 857.06 ,p: a o.Q�ono"d. ,.a, d W TO REMAIN 00000 I o0C30Ob-o NCE . 0� 00000 1- i.. w.. .m...-.-.. ..w.M-»�.„.......�....._,m�«.,,e,.....»,.»,M...«,.....w...�.........w...... ».,..,..qw.„+.......«.....M.....-,..:.........aw,r-..,-.-.,V..o......,-R«<,......wa....,..._,o-ww..o-..«,w..w....=.. w5...........w..,,,.m..w..,.,.......�.�..--+..+,»�.w,»_.® ..w....M...w..,.�w.+.w-4+w�..,w..,.,>w.,aww..re«..m».».v.Y-..-. � H- .�.��.._._ ,�.._�.. .....��.�_ .�. �_, ..�.�..n..�.�,� ...�, � ....,�...�.,�..�.... S W RAMP WITH .. �w_ , �..�..�.w_�M�._.�.,��_.___. .�. .�..�....._ ._��;� _�.a_.. .� ._�..��. ..-..._,--:� c.� � �..._.�,mm.. .,_�._.._..�m ... �_�..�..�_ ,.. .. ._�.�.� .._m... ...-���..�e_�... TRUNCATED DOME 2,5.�0'�...LT` EXIST WV0 10+26.7 x to Lo 10 w 10 10 L_ -_.. . ... ._......� "� _ o..._... _..._.... _�.a.`aat.. __----®_--._:.�n'aac . .._... ._. _....._..�o.,�✓.._._ 10"w _ FL_85 1 00000 0 0 10"w R 10"w 1o"w Q 0 cL 26.10000000 ' LT 1 I �� � 1/2 � °o�0 0 0 0 0 1" GAS TO BE ABANDONED ® y.. 00000 1 . 12 00 OD 4„G 4 +� , 9 4„ „G "'g 0 4„G 4 i 4„G __ 1„G 0 0 0 1„ �---- 1 1"G 1"6 OF FLOW EL 856.98 �. = END SW, C&G TYPE A 10+00.0 i EL 852.37 �, � SAWCUT i MATCH EXIST FL I ( EL 856.79 1 3/4 � m ` 4"G 4"G 4"G 4"GDIRECTION4"G o mI NOTES: ' � OF FLOW ��^^..UT 0 18.0' L bj SAWCUT 1 � � �a I 10+26.7 C RAMP LANDING 4 GAS TO BE � � 1. EXISTING SCHOOL SIGN TO BE RELOCATED 4 EL 852. ,i WAS SHOWN ON SHEET SS--1. I 1 AREA TO BE 4 INSTALLED BY OTHERS W s I �EXIST M/H ABOVE FL ® � I � 2. FOR CURB AND GUTTER DETAILS NOT TO REMAIN I SHOWN SEE SHEET C--3. LEWIS AVEADJUST FRAME & 1 � � I COVER TO GRADE w � 18"SS 18"SS 18"SS 18"SS 1811SS 18"SS 18//SS I 18"SS 18"SS 1811SS 18"SS C9 18' SS ri ° - , ��� CROWN TRANSITION f x L LINE V) _ LIMITS OF AC >` 9+50 10-1-00 PLANING 10+50 0 W i �r z w REMOVE DI PLUG CATV CATV CATV CATV CATV CATV CATV CATV _ ., n -ED CATV CATV ui 30"SD 30"SD 30"SD 30"SII 30"SD - 3011SD 30"SD 30"SD 30"SD 30"SD 30"SD LIMITS OF i AC PLANING ` 8"SS 8" 8"SS 8"SS 8"SS �-8"SS 8"SS 8"SS 8"S -- i DRAINAGE SY�TEM A i C EL 8 7.17 18.0' R T i 10+35.3 EC _ _ _ _ __ _ -,_ _ _ _ _ _ _ _ _ _ _ , _ 4_ _ _ ___ _ __ _ T_ _ _ _ _-r..._.._ --_T___.___..___._._�r-_.___.___.._T__.._...-_..._-r_ _�I_T -._..,_._...._ -T _ _ �__ _ !�_� _ -_ _,_ _ _ _ r _ 3/� ___ �_ _ __T� --.-_. T__FL�7.��_ -T_ _ __ _T-.. ____r _ _ -f- ,...,.E-----E-__..-_........_.E- _,.._.._--E v _ � � E-_.._ _..�.,._...,.�- _ -E-,..._-----E� ,�-_ �_._._E �_ � � __�_ E--.-..-._ -E_____...-._., __._E-__.._._..-._. _._E.�_.__ -E- �. � _ _._.E-----E-._._......., ..-..____... _.E-___._..., _....,.._.E- � _-�"E�.._...._ -._.v.____E-_..._ ._._E_ _-E -E--W�' � _ _ _ _ � � W �� _ � ___ _ �_ _ _ �� C� i EL 857.19 = y 1/ OF FLOW r m oc 00 00 x r { o 0 000; El 856. 8 o a o o o / oc 00 W - E- E _ E _E_ E- �_ _E _ -E--+ -E- _ E _ E E -E-- -E T- -I-E W -E_ _ E_ _E_ E__ E w E-- _ E _ -E-- E- -E- E- 10+34.0 10+34.0 33 7' RT 41-16/01, 10-29.7 BC EL 856.76 ) 3 .�' RT 10+35.3' . % i RADIUS POINT r a I Irn I �nlb.C59331 • I RELOCATE � � s I � � 3 .3 R T W r EXIST SIGN I � 10 1 +29.7 P I �. �� r �. - o" _j 4t al I 43.6R T 4 I 10+00.0 LL_ CONSTRUCTION DETAILS t I �w.w+' S pp £ wemaM eMMssY 3 4 .67 LT 10+19.7 ° . f t � � AS SHOWN M TCH EXIST FL �` ` _�o- .a_9 o E 856.76 0 0 PLAN, 1711 SCALE. 1"=5' Dec. 02, 2005 - 1&22-38 DWG Name: N:\6ATA010200\transp\mostdes\road\pl\C-1-dwg - Layoaatl Update! By. n jcrrell FOR REDUCED PLANS © 2 3 ORIGINAL SCALE IS IN INCHES _ / / LOCATION AT CENTER OF ' STATION OFFSET -_ 12+46-60 19-40 LT 12+46-60 19-40 RT C 14+20.13 19-40 LT 14+20.13 /5 18-0' L T, 14-P�6 5 0 SIDEWALK TRAN RADIUS kPT D/4 TYP R' 3 0,0) TO FO\C UJ D PROTECT EXIST co 4 > 1`5 12+11.60_ 5 SIGN IN PLACE Q w T 27.00 12+17-60 0 .;�qDEwA D/4\\ ui Of L GK TRANSITION D/4 AP 12+35 60 LT 27 0 0 RADIUS PT MATCH EXIST FL '2 11-60 -860.05 PLUG AND ABXNDON Pip END C&G TYPE A T 18-63 .60 859-55 PRC 14+39 9 co EL-859.35� LT 18-63 LT 25.79 \14+51.13 BOC EL-859,52 It EL=859-42 EC 14+46.13 T 00, co >- 12+22-60 LT 24.00 24.00 00000000 00 80 000 C EL-859-24 4.00 000000 LLJ Lu 0000 14+94-21 0 0 14+46.13 14+53.39 LT 18. 18.6,3 LT\18.00 LT FL EL-859.25 4+87 -860-27 4+16* 3 14+33-13 EL-8�9.6\7 FL EL-858.95 18 BOC , z .27 FL EL-858-85 FL EL-86 .28 20.00" LT X DRAINAGE Sy 0 1-1, 0 REMOVE EXIST PLACE DI %c lViss CsG AND SW FL EL-859.43 FL EL=859.1 FL EL�=859.01 R Cl TY OF .28 ATASCADERO STD DWG 502 X LIP EL-858.91 Z FL EL.859.25 PIPE A�D �s (SEE NOTE I)' LULJJ REMOVE WOODEN BARRIER L LINE 58-85 14+50 15+16.5 12+16 .60 12+52-60 FL EL-859.02 FL EL-860.2 Nx- 14 ct� 1 14+3313 PLUG AND ABANDON PIPE C) CATV RT 18.0o 12+5260 R T 16.110 FL EL-85 5 63 x E-- ---T-- BOC EL+8�0-28 RADIUS PT REMOVE EXIST 0 T 14+11 PIPE AND DI ve, cc f 13 14+52.96 AVE RT 6�63 REMOVE EXIST 14+46.13 RT 19.10 'Ile 18-80$ 2 59. 4 PLACE 14+-5796 D 12+iR 60 79.10 ATASCADE END C&G TYPE A RT 18-63 FL EL�859.14 loll \LIP EL STD DWG 502 80 RT 18-63 20.5 EL'859.35 loe .5 15+01 R� 7 'o 14+80.6 'V TCH EXIST F LAJ NOTE 96 1-4+57-96 R T 26.ol 61 L-85 RT I .......!";;;:;;WT 0 20-391 RT 12+16-60 B9C--E4 6.5 1 26.01 0000000 BOC EL cN FL EL-859.64 R 85 9.73 0000000 50 0000000 0 2759 ''PRC 14+39048 T 26.ol EL-859.74 E 860.05 OHE LINE AND POLE RT 26.17 -859-49 To BE RELOCATED -859-42 T 25.11 T .36 GUY WIRE TO x EL=860.05 EL=859-55 EC 14+45 ,92 EL-859-75 REMOVED By PC BE k 14+45*21 EL-859-30 P , TO REMAIN\N.. RADIUS P R- TREE TO REMAIN 12-22 'y. njorrall PLAN PRIOR TO CONSTRUCTION ease** CONTRACTOR SH or d7At* CONTACT UTILITY OWNERS EXIST UTILITIES AND ALLOW FOR Y LOCA TE POSITIVF- 2. SEE SHEET C-3 FOR GUTTER RELOCATION. raw KUCTIO N AILS SCALE: 5' cn 2 PROTECT PROTECT GUARD RAIL EXIST TREE EXIST TREE 1. PLANTER 0 #4Q12" 4 12"—12" INTO TO S " & PLANTER 12aa INTO SW $$ x TOP OF WALK TOP OF WALK .. �SIDEWALK� �SIDEWALK� 2% 2% ---------------------- ---------------CONST. -- JOINT CONST. JOINT .. as .. • #4 0 12 #4 12 4 Q 7% GUTTER z =�111 w !I w z —'' 2% I�l1 1 I w ® co =11 I I I 5 l- � 9a ® 9 APPROACH ,-\^ 5.22 PAVEMENT SLAB CLRCLR 3.0 3.0, ® ----#4a TOT 5 #4o TOT 5 In to ® TRANSITION V) w STA. 11+00N.T.S. ® SCALE2 SCALE 1 —2 x " ! l0 d 0 0 ® 00 00 pis QLli Ir- m B A 00 �4 Lli Z y R/W D'o 0 — WET MALL GUTTER FL AC TRANSITION w W Q JPAVING � 0v w FG 2�' B I z 6" PCC CL 6" CLASS 2 AB SECTION A—A Cw 8x _ , w Y EAST MALL O I Z W _—T--_ —TI—_. _..__.T__..—_.__T _ �_ _ T _ _T— _.. ——T _T—_.. ——_T___ � _ _ _T_. PLACE TEMPORARY CLF (?00FT) w _ . AROUND CONSTRUCTION AREA AS � DIRECTED BY THE ENGINEER B A , nPROJECT LOCATIONe X Qt w e < -E--\---E-----E-- -E b4 E/————E—— —E———— CJS 170 E X-.,l- Cil x c. m ZD 0. PLAN d 8041 U— A — CON TRU CTI ON AREA SI CN S SIGN CODE PANEL SIZE No. POSTS No. SIGNS ' ' DRIVEWAYETAIL Of G C18 36"X36" 1 5 SCALE: 1 "=5' W ® C13 48"X 18" 1 5 LOCATIONS OF SIGNS SHOWN ARE APPROXIMATE. EXACT w ". LOCATIONS WILL BE DETERMINED BY ENGINEER T. 0 c.� Lu cr4Lc� ell V) . ov A l 0 xCONSTRUCTION DETAILS AS SHOWN z CONSTRUCTION AREA SIGNS (A 0 CM3 NTS , Dec. 02, 2005 -- 18;22;38 DWG Name: N:\6ATA010200\transp\mostdes\road\pl\C—l.dwg — Layout1 Updated By. nprrell FOR REDUCED PLANS 0 1 2 3 ORIGINAL. SCALE IS IN INCHES .......� � I LIP POTHOLE 1003 AT EL. AT (3RATE. EL AT GRAIE El AT x ` IP LOW INE= 56.9 `�" _. _. 855. 58 ------ 858 r: 858 - cy 00 p _ -- --- 7- R t 858 856 STD CITY 858 a. .. R ELO ATE P O OLE 100 W � p � � ��� 18 x23 RCP � �� � . FI BER CATV ELEV =85 .94 ELEV.=1552.83 _ E EV.=853. 3 854 5 8:54 S_ -�4 ATArT qRr __ OTN O E 1 00 ELEV.—85 .80 m v) ki I/ w 52 . STD CITY 852ELE-Wi852 u - . pO NOL 100 a. -e5-3-.07-- w( .uj _ 4 GA 85 850 850 x L a mom, if ; 9 a W o + d 0 fi 00 00 848 , a 848 848 f CC ff W4 846 846 Z U U W CJ 1A.6' 24.15 F OWLi E=8 8.80 T X- p RAT EL J z _-LEAS VE r 860 p 864 LE I SAE 860 W _ 0 �-- �' � -------------- � V) 858 858 `— — _ 858 ST CIT 856 DRAIN I LET 856 856 T_ F" 854 854 854 V) "IN - '%r,"' "-, I I - - - » f 852 852 852 INV I 850.74uvic-r ff INV I 85 .92 cn EX ST 66"' CIVIP 13— U- 850 .-�-- — 850 850 CD . L.Ll 4-- 848 848 a a 846 846 Lu V) i< 844 844 844 Zjo x _ _Qv_ TIZKA_ CAM U Pwk R 0 F I L E DRAINAuE PROFILES NORIZ 1"=10' H VERT 1"=2' �••" FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES Dec. 02, 2005 — 18:24:49 DWG Name: N:\6ATA010200\transp\mastdes\raad\pl\D-1.dwg — Layautl Updated By n jorrell X >" w M V) Lij Ld i w xL0 Lo Tw '� W ® T EXIST STOP SIGN 0 00 no z�� M .. 4. 4 .na _ °` A � � 8�� TO R EM A I `" �..� . 12 WHITE co 12 WHITE RELOCATE S {� °RX—WALK STRIPE a- y.. X--WALK STRIPE RELOCATE � � `" �.M R2 XTURED AVEMENT r � � R26 R2 p m SCHOOL SIGN R 1 W66 ��� . � � � dOIS PAVEMENT ��� LIMIT R1 w e W66-�A . 25m I� T . ��� � � ..� e MARKING, TYP. p � � �.� � � � ,� 25m p h.. � O � Lli Ld 0000 d Lli < Lti T_ =u 00 w� T DETAIL 21 LEWIS AVE �-- � �` `�' DETAIL 27B s � ���� + � 15+00 a 11+00 -- �-- L LINE 12+00 a 13+00 .4 ;,w 14 00 c.O r u DETAIL 21 �- O DETAIL 27B � T `` - �- O lST �, A Ve V) IE P ------- W 6J 4e..fR t� x X,4 Z, Rl > STOP R 2 4 W11 _. Z ` R26 — TURED PAVEMENT 25mph LIMT � `" W63 wa G x ell zz RELOCATE w � ' ..✓ 4 co GENERAL NOTES: a 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH: CITY OF 8. EXISTING SIGNS NOT SHOWN ON THESE PLANS SHALL BE REMOVED OR ATASCADERO STANDARD SPECIFICATIONS AND STANDARDS, CALTRANS RELOCATED AS DIRECTED BY THE ENGINEER. DRAWINGS, PLANS, DATED JULY 1992, THE LATEST EDITION OF THE M CALTRANS TRAFFIC MANUAL, AND CALTRANS SIGN SPECIFICATIONS. 9, SIGNS IN PEDESTRIAN AREAS SHALL HAVE A CLEARANCE FROM THE a�. GROUND OF AT LEAST SEVEN FEET. IF THIS CLEARANCE REQUIREMENT ROADSIDE SIGNS L� 2. SEE CALTRANS STANDARD PLANS, SHEET A20A--A24E FOR STRIPING IS NOT SATISFIED AFTER THE INSTALLATION OF ADDITIONAL SIGN o DETAILS. ALL SIGNS SHEET MEET THE REQUIREMENTS OF CALTRANS PANELS, CONTRACTOR SHALL INSTALL A NEW SIGN POST. SIGNS SIGN PANEL SIZE POST SIGN MESSAGE No. APPROVED SIGN SPECIFICATIONS. SIGN POLES SHALL BE 2-INCH INSTALLED IN PEDESTRIAN AREAS SHALL BE LOCATED SO AS TO CODE (INCHES) GALVANIZED STEEL, UNLESS OTHERWISE NOTED. ALLOW A MINIMUM FOUR FEET CLEAR ACCESS PATH. „ �-' R1 30 x 30 2 GSP STOP 3 3. ALL SIGNING, STRIPING, AND MARKINGS TO REMAIN, UNLESS OTHERWISE 10. LANE WIDTHS ADJACENT TO CURBS ARE MEASURED TO THE FACE OF ,� Cl-CNOTED. CONFLICTS BETWEEN EXISTING AND PROPOSED SHALL BE THE CURB. R2 36 x 45 2 GSP SPEED LIMIT 25 mph 2 RESOLVED BY RESIDENT ENGINEER. 11. THIS PLAN IS ACCURATE FOR SIGNING AND STRIPING WORK ONLY. R26 13 x 18 2" GSP NO PARKING ANY TIME 2 4. EXACT POSITION AND LOCATION OF ALL ROADSIDE SIGNS SHALL BE W11 2" GSP 1 #lu At DETERMINED IN THE FIELD BY THE ENGINEER. 36 x 36 ROAD NARROWS ..�- W63 36 x 36 2" GSP PED XING 1 Lj.jp 5. REMOVAL OF EXISTING STRIPING AND PAVEMENT MARKINGS SHALL BEquil. < ACCOMPLISHED BY SANDBLASTING OR OTHER APPROVED GRINDING W66 36 x 36 2" GSP PED XING 1 METHOD. W66 A 36 x 24 2 GSP SCHOOL XING 1 `� 6. ALL STRIPING AND TRAFFIC MARKINGS SHALL BE THERMOPLASTIC, '-'- EXCEPT FOR BIKE LANE LEGENDS AND BIKE LANE ARROWS, WHICH x CD SHALL BE PAINT. SIGNING STRIPING PTAH U 7. CROSSWALKS SHALL BE 10 FEET WIDE INCLUDING THE 12" SOLID SCALE 1 " = 20' PAVEMENT MARKINGS AND SHALL BE WHITE UNLESS OTHERWISE NOTED. ss�l0 F_ A s r d SS—I.dw — La tl Updated B. n'rrdl Dec. aa, 2005 18:25:42 Dw+a Name: N°`sAl' a1 o2t�}\trtc�°isp�ma tdesi� �� 9 1+� a r m FOR REDUCED PLANS 0 1 2 '� ORIGINAL SCALE IS IN INCHES _�_ L LINE= LEWIS AVE BVC 12+70.36 EVC 13+98.36 55a-299 ELEV 861.19 ELEV 861.19 BVC 14+24.00 2'�P)-�99 2.�9_.�9s EVC 12+00.00 ELEV 860.34 ELEV 858.87 128.00' VC -,� Q,6'�`�� 1 s-399 19 399 �0�® RC=-5.15625% PER STA 1.305Z 9 a P9 9 » 9 » a a9 9 as 9 » "4.36:x' -5. 80.00 VC 6 P-1 Ott 3$-6$p 5 -0 11 -0 11 -0 5 -0 3 -6 6 9--10a9 100.00' VC RC=3.5789% PER STA EVC 15+04.00 SIDEWALK BIKE TRAVEL LANE TRAVEL LANE BIKE SIDEWALK BVC 11+00.0 RC=3.6600 PER STA PROFILE ELEV 859.26 LANE LANE ELEV 857.39 NO SCALE 24"0 SCHEDULE 30 STEEL PIPE BB 163'-61" MEASURED ALONG L LINE EB 59_9Y499 129-0)9 8 SPACES 0 169-0s9 = 128)_0,9 12$-099 5).....94)9 II II II II STRUCTURAL STEEL TIED ARCH TRUSS, TYP PAINTED DUNN EDWARDS II SUSPENDED z II DE6293 VELVET CLOVER LRV14 II CABLE, TYP II t.� 0 t- � w > ,. .- �- ll II �., . _ �� ...� -� -' �. .� WINGWALL PRECAST CONCRETE ABUT 1 FG ~ '" � _ ._ � AUT 2 42" HIGH DECORATIVE WINGWALL ', -- _ - �--- GUARDRAIL, BARRIER, TYP APPROX OG ALONG TYP SEE SHEET S16 DATUM ELEV 825.0 RIGHT EDGE OF DECK ll II 11 PROFILE GRADE II 12+00 12+50 13+00 13+50 14+00 14+50 --2% -2% ELEVATION FOR HYDROLOGIC, SUMMARY a 00 OC Q 9' s SEE "FOUNDATION PLAN" SHEET ' ° ° 0 1 =20 MODIFIED W24x94 TYP � . 8" CONC DECK � � 24"0 SCHEDULE PILE DATA - STEEL PILES40 STEEL PIPE, TYP W24x94 7 DESIGN NOMINAL RESISTANCE 2 3 „ LOCATION SERVICE DESIGN TIP SPECIFIED TIP 2-1 0 CABLE LOADING COMPPRESSION TENSION ELEVATION ELEVATION TYPICAL SECTION ABUT 1/HP14x89 100 TONS 400 KIPS 0 781.5 (1) 776.5 (1) 1))_5) ABUT 2/HP14x89 100 TONS 400 KIPS 0 834.5 (1) 1 829.5 (1) DESIGN TIP ELEVATION IS CONTROLLED BY THE FOLLOWING DEMANDS: (1) COMPRESSION (2) TENSION INDEX TO LEWISAVE BRIDGE PLANS 0 S1 GENERAL PLAN S2 DECK CONTOURS k S3 FOUNDATION PLAN S4 ABUTMENT LAYOUT Ca TOP OF SLOPE S5 ABUTMENT DETAILS co 47: S6 RETAINING WALL LAYOUT S7 RETAINING WALL DETAILS TOP OF SLOPE S8 TYPICAL SECTION RECAST CONCRETE S9 TIED ARCH TRUSS RETAINING WALL No. 1 DE IVE SES LEGEND: S10 TIED ARCH TRUSS DETAILS No. 1 RETAINING " S11 TIED ARCH TRUSS DETAILS No. 2 " 4"x4" TUMBLE ROMAN PAVERS S12 TRANSVERSE DECK BEAM WALL No. 2 S13 MISCELLANEOUS DETAILS S14 DECK REINFORCEMENT �... .-- COBBLESTONE PATTERN STAMPED CONCRETE S15 GUARD RAIL 8c LIGHT DETAILS (0 S16 DECORATIVE BARRIER 8c SEAT DETAILS 6'-0f9 .1A S17 DECORATIVE URN N TYP CONTRASTING PAVEMENT IN BIKE LANE S18 STRUCTURE APPROACH TYPE N(30S) 12+00 13+00 14+00 (DAVIS COLORS PEBBLE #641 ) S19 STRUCTURE APPROACH AND DRAINAGE DETAILS L LINE - _ - S61° INE E _ _ _ S20 LOG OF TEST BORING cv 1 12+52.60 BB 14+16.13 EB DIRECTION OF TRAVEL ELEV 860.60 ELEV 860.60 INDEX TO STANDARD PLANS DATED JULY 2002 NOTES: A10A ABBREVIATIONS I I J L 1 STRUCTURE APPROACH SLAB TYPE N(305) A10B SYMBOLS A62 B LIMITS OF PAYMENT FOR EXCAVATION AND 10" WATER LINE BACKFILL BRIDGE SURCHARGE AND WALL PEDESTRI N �- LIGHT, T P OVERLOOK, A62C LIMITS OF PAYMENT FOR EXCAVATION AND DECORATIVE URN, TYP 3 8 CASING FOR GAS LINE, BACKFILL BRIDGE TYP SEE "MISCELLANEOUS DETAILS" SHEET BO-1 BRIDGE DETAILS TOP OF SLOPE FOR VENT CASING DETAIL BO-3 BRIDGE DETAILS BO-13 BRIDGE DETAILS , %ofEssi� CREEK BED TOP OF SLOPE 86-21 JOINT SEALS [MAXIMUM ,.. MAJDI K •.� MOVEMENT RATING=50mm (2 KAN " "GENERAL 99 s: ss � FOR GENERAL NOTES , SEE DECK CONTOUR SHEET 87-10 UTILITY OPENING BOX GIRDER PLAN STANDARD PLAN SHEET N0. w®•.®,eC ®,..•r. M.SA $s a 1 =20a DETAIL NO. BY: CHECKED: LOAD FACTOR LIVE LOADING: HS20 -44 AND ALTERNATIVE BRIDGE NO. DESIGN M. KANAAN G. DREESZE /J. MANISCALCO DESIGN AND PERMIT DESIGN LOAD PREPARED FOR THE LEWIS AVENUE BRIDGE BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT BY: N. JARRELL CHECKED: J. MANISCALCOCI T F A T A SC D E 0 POST MILE QUANTITIES BY: CHECKED: M. KANAAN J. MANISCALCO SPECIFICATIONS M. KANAAN J. MANISCALCO GENERAL L ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS p 1 2 3 EARLIER REVISION DATES S 1 S20 Mar.15,2006-17:07:56 DWG Name: N:\6ATA010200\tronsp\mastdes\road\dwg\Sheets\S-01-GP.dwg-Layoutl Updated 8y. njarrell �-- N D m m c_>, EDGE OF DECK 0.1 I T-V --' . ." 0 00 0o 862.00 o N I i 0 12+00 LEWIS AV 13 0 14 0 �.. I �``~ ---00.zgg I � c� I I EDGE OF DECK NOTES: 1 . CONTOURS DO NOT INCLUDE CAMBER. 2. CONTOUR INTERVAL IS 0.1 FEET. 3. X DENOTES 10' INTERVAL MEASURED ALONG STATION LINE. 4. 0 DENOTES EVEN FOOT CONTOURS. PLAN SCALE. 1 "- 1C-0)) GENERAL NOTES LOAD FACTOR DESIGN DESIGN: BRIDGE DESIGN SPECIFICATIONS (LFD VERSION APRIL 2000) (1996 AASHTO WITHINTERIMS AND REVISIONS BY CALTRANS) DEAD LOAD: INCLUDES 35 psf FOR FUTURE WEARING SURFACE. 420 SCHEDULE 30 STEEL PIPE LIVE LOADING: HS 20--44 AND ALTERNATIVE AND PERMIT DESIGN LOAD. SEISMIC LOADING: SDC ARS FOR SOIL PROFILE D (M=7.5±0.25) WINGWALL WINGWALL (PEAK ROCK ACCELERATION=0.2G) REINFORCED fir = 60,000 psi CONCRETE: f c = 4,000 psi -- \,--TRANSVERSE W24x94 24" n 9 SCHEDULE 40 ABUTMENTS (WORKING STRESS DESIGN) STEEL PIPE fs = 24,000 psi f'c = 1 ,440 psi n - 9 CONCRETE STTYPE-0- STRUCTURAL 1 . STEEL SHALL CONFORM TO THE FOLLOWING GRADES, NO SCALE STEEL: UNLESS NOTED OTHERWISE.,- LEGEND THERWISE.,LEGEND ALL BEAMS, ANGLES, PLATES, PIPES, ETC. 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H INDICATES HP14x89 STEEL PILE, NOT ALL PILES SHOWN OLVA*6' G I C So"M amm M A Oft 2. NOT ALL PILES SHOWN FOR CLARITY. 3. CONTOUTRS SHOWN ARE EXISTING GROUND. INDICATES HP14x89 STEEL PILE, DRAINAGE AREA: 18.9 SQUARE MILES NOT ALL PILES SHOWN DESIGN BASE OVERTOPPING 4. FOR GRADING DETAILS, SEE ROAD PLANS. FLOOD FLOOD FLOOD INDICATES HP14x89 STEEL PILE, 5. TOPOGRAPHIC SURVEY AND INFORMATION PROVIDED PREDRILLED HOLE AND VERTICAL PILE FREQUENCY (YEARS) 50 100 N/A BY "REESE WATER & LAND SURVEYING SERVICES" (ABUT 1 ONLY). DEPTH OF PREDILLED HOLE TO BE DETERMINED BY DISCHARGE (CUBIC FEET PER SECOND) 8100 9350 N/A GEOTECHNICAL ENGINEER AFTER POTHOLING 30" SD. WATER SURFACE (ELEVATION AT BRIDGE) 854.18 855.47 N/A INDICATES BOTTOM OF FLOOD PLAIN DATA ARE BASED UPON INFORMATION AVAILABLE WHEN THE PLANS WERE FOOTING ELEVATION PREPARED AND ARE SHOWN TO MEET FEDERAL REQUIREMENTS. THE ACCURACY OF SAID INFORMATION IS NOT WARRANTED BY THE STATE AND INTERESTED OR AFFECTED PARTIES SHOULD MAKE THEIR OWN INVESTIGATION. im PA NAAN NO c 050238 EXP - ivi c x BY: CHECKED: LOAD FACTOR LIVE LOADING: HS20--44 AND ALTERNATIVE BRIDGE NO. DESIGN M. KANAAN G. DRESZEN f J, 15CRL�0 . DESIGN AND PERMIT DESIGN LOAD LEWIS AVENUE BRIDGE � BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCO POST MILE QUANTITIES BY: M. KANAAN CHECKED: SPECIFICATIONS BY: M. KANAAN CHECKED: Cml�`ITY OF ATASCADERO FOUNDATIONPLAN � J. MANISCALCO J. MANISCALCO It ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS D Z 2 3 EARLIER REVISION DATESS3 S20 Mar.15,2006— 17:42:06 DWG Name: N:\6ATA010200\transp\mastdes\road\dwg\Sheets\5-03-•FOUNDA134N_PtAN.dwg—Layoutt Updated By. njnrrel( WINGWALL/ WINGWALL/ RETAINING WALL LOL APPROACH SLAB CMU RETAINING WALL RETAINING WALL LOL CMU RETAINING WALL LEWIS AVE. AT ABUTMENT 1 ONLY AT ABUTEMENT 2 ONLY 98 89 9f I J 0 0 0 Q �-- 18 x 1 8 X1 STEEL ,! 0 < ` w l w I w I 0 0 1 REINFORCED 1 EXPANDED w I 0 I #8 N N BAR O z In ELASTOMERIC I POLYSTYRENE, TYP m BEARING PAD, TYP TOT 8 PER ABUT HP14x89 wso.west®o wmssa o o awerre row o wwere arrow wreew.wsw awsw eoeww o r o o row®o o r o awo o ay.amw o s a o �w. ,., w��+"� �/ 4p \r'� .�\,.�\. '\\ � 2380 HOLES— Cron OLES w � EDGE OF �. BRG ABUT BOTTOM BRG BUT o� FOOTING � OF FOOTING 0 0 _ o 0 01-6" Q o Q o o —6 I 1 f! EXPANDED TYP POLYSTYRENE, TYP STEEL PILE ANCHOR SCALE: 1 f9=1 f-of$ 1 f—C 9 Hf lot-511 13$-5t' 1 3p-5" 1 o'-5" f 89 ELASTOMERIC BEARING ELASTOMERIC BEARING 0 -6 . PAD SPACINGPAD SPACING 19a—�» 199—®9a 2 f 9-789 2w.,f-7" ELASTOMERIC G/ / BEARING PAD 559-293 EDGE OF GALV CONCRETE BARRIERS & RAILS ABUTMENT L AAYOUTSHEET METAL NOT SHOWN FOR CLARITY SCALE: �/1®�if-19-0ii TOP OF APPROACH SLAB WATER PIPE LINE B SIDEWALK FUTURE CONDUIT LEWIS AVE. PG&E CONDUIT CONCRETE CURB, " BRG = PAD TYP 2 CONDUIT FOR r IRRIGATION PIPE, TYP I i 1 © cam ® ® c C ©o©o 4 --099 ®�'�'® � GALV SHEET METAL _ CONSTRUCTION � �" THICK) FG ALONG FACE -- OF ABUTMENT JOINT, TYP 777,777 7 7,777 7 77 77 777 77 7 3" 3" I NOTE: COAT TOP OF BEARING PAD 1'""L A WITH SILICON GREASE PR10R TO PLACING SHEET METAL. � GAS PIPE LINE, rB7-0JUTILITY OPENING,.J10 --1 Z 0 NOT ALL PILES SHOWN TYP -- _i z GALV SHEET z -' FOR CLARITY SCALE: y�9f 1 a-�a! � -' METAL r80-13 0 <I� 0 <I_j 13-1 Z �_ z _t 7 SPACES 0 52#-211 LEWIS AVE. 1'-6" I 20'-1 f! 2f-1" 3" BRG PAD 3" t" MIN 2'-0" CLR LEVEL -- -- -- --- PILES, BACK R 0 W 0 w' wSECTION RmR 0 -- - -- - ----- BRG ABUT 0 BEARING PAD DETAIL EXISTING 30„ SD. SCALE: 1 "=19-0" -. ..._. _ _ �- POT HOLE LOCATION PILES, FRONT ROW I BEFORE DRIVING PILES �ESSIp�° �. NOTES: ��` AJi NL ® N0.c t- 99 - f " ! " - i as ! i! 1t'6$9 1 . ABUTMENT 1 SHOWN, ABUTMENT 2 SIMILAR LEGEND P Ivi w 1 f> ABUT 1 3 SPACES @ 5 -0 15 -0 ABUT 1 2 --0 1 -6 3 SPACES 50-4"=16v-0)$ ABUT 2 -3 SPACES @ 59-4"=10'-0" ABUT 2 = 1'-6" ff , 2. FOR "SECTION A--A", "SECTION B-B & INDICATES VERTICAL PILE ® ` ` ® 19 -0 17 -2 19 -O SECTION C-C SEE "ABUTMENT DETAILS" SHEET t . "RETAINING BATTER PILE (3:1 ) 55'-208 3. FOR RW LAYOUT & DETAILS, SEE RETAINING WALL LAYOUT" & RETAINING WALL DETAILS" SHEETS -- FOOTlN%oj% INDICATES PREDRILLED HOLE ,f ! !, 4. FOR STRUCTURE APPROACH, SEE "STRUCTURE \-J-/ AND VERTICAL PILE (ABUT 1 ONLY) SCALE: /V4 =1 -0 APPROACH SLAB DETAILS" SHEET INDICATES EXPANDED i 5. FOR W NGWALL DETAILS, SEE TRAN CAL S POLYSTYRENE STANDARD PLANS 130--1 BY: CHECKED: LOAD FACTOR LIVE LOADING: HS20--44 AND ALTERNATIVE BRIDGE NO. DESIGN M. KANAAN G. DREESZEN/J. MANISCALCO DESIGN AND PERMIT DESIGN LOADL.EWIS AVENUE BY: CHECKED: BY: CHECKED: PREPARED FOR THE BRIDGE DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOPOST MILE $Y: CHECKED: BY: CHEckED: ABUTMENT LAYOUT QUANTITIES M. KANAAN J. MANISCALCO SPECIFICATIONS M. KANAAN J. MANISCALCO I T vy" VrL ATASCA"'ADER0 ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 1 2 3 EARLIER REVISION DATES S4 S20 Mar.15,2006—17:47:30 DWG Name: N:\6ATA010200\transp\mastdes\road\dwg\Sheets\S-04—ABUTMENT—AYOUT.dwg—Layoutt Updated By: n jarrei! t NOTES: 1 ® FOR 42"0 SCHEDULE 40 STEEL PIPE BB OR EB --- -- Q. BRG ABUT DETAILS, SEE "TIED ARCH TRUSS DETAILS" SHEET JOINT SEAL, TYPE B (MR=1Y2") 1 '-0" 2'-6" 3'-1 1 " 1 $ 5)/2" 2. FOR STRUCTURE APPROACH SEE "STRUCTURE RWLOL rB6-21 ' — APPROACH TYPE N(30S)" SHEET 2" EXPANDED POLYSTYRENE BO-13 1 '_Q" —CMU RETAINING WALL #11 , TOT 2 00 CLR 13--2 r_3 �vATERSTOP �---#9 TOT 8 3-6 GEOCOMPOSITE CONSTRUCTION JOINT STRUCTURE ABUTMENT DRAIN STRUCTURE APPROACH #4 [—�1 t� 12 REINFORCEMENT APPROACH--- #� RETAINING WALL — 42" SCHEDULE 30 TYPE 6 #4 1 @ 12 •• • • • • STEEL PIPE • B3-11 • • • PG&E CONDUIT - ---- —°—-- F� B EYO N D • END DIAPHRAGM OUTLINE UTILITY OPENING B7-10 ° I • �J � 1" EXPANDED • • #6x3'-0" @ 12 I _ POLYSTYRENE— #7 OLYSTYRENE#7 @ 12 I GEOCOMPOSITE DRAIN i I I SEE "DRAINAGE DETAILS" • • i I GEOCOMPOSITE DRAIN • � I ! � ON "STRUCTURE APPROACH SEE "DRAINAGE DETAILS" • I — — — LL Li I • DETAILS" SHEET END DIAPHRAGM OUTLINE ON "STRUCTURE APPROACH I 1Y$"0 T A SEE SECTION D�--D ON (!3-49 0—DETAILS" SHEET • I BOL S "TYPICAL SECTION" SHEET BRG ABUT NOT ALL BOLTS • I SHOWN FOR CLARITY FOR REINF. e. I � � ° 8" CASING #6 @ 12 ,,y �'j SEE CONNECTION #6 12 PLATE DETAIL ON -- ---- . • I "TIED ARCH TRUSS 6 Q 12 I 14"0 HOLE. FILL SPACE I I #6 @12 �, DETAILS No.1 SHEET 4 12 BETWEEN CASING AND ABUTMENT I I • BACKWALL W/ MORTOR AFTER 6 @ 12 • • I T____�#61 TOT 2 #7 012--,,/, WRAPPING CASING W/ 2 LAYERS I OF 15# BUILDING PAPER • • • • #4 @ 12 • I 6 � 12 BACKWALL 2" CHAMFER, TYP I C,,C4 @ 12I E TI N I ! CONSTRUCTION 6 12 I 9, TOT 9 JOINT CONSTRUCTION JOINT • • SCALE. 2 --1 —0 —2� ,APPROX FG APPROX FG • • • Xll 6 STRUCTURE APPROACH a #9, TOT 3 �— BARRIERS NOT 6 @12 SHOWN EXPANDED POLYSTYRENEI #4 C 12 -I ! TO MATC H BEARING PAD • THICKNESS B0-13 13-1 z 4-- c N\—#9, TOT 9 • o • 1" EXPANDED POLYSTYRENE, TYP 4 EXPANDED • • • • • IF -- POLYSTYRENE A rF 7 7 7\ u') L17 5 B 0----13 13—2 #4 @12 #6@ 12 � ! ! 5 C� 12 \ f #5C� 12 C.v #4 @ 12 ! #6 Q 12 3 • ' FIELD VERIFY 7Z] HP14x89 STRUCTURAL 1 • • Y2" EXPANDED POLYSTYRENE ° I ! \ I STEEL PILE AND Y2" EXPANSION � - -" #4 @ 12 JOINT FILLER LAYERED TOGETHER, TYPIIIIIIII— I • • H P 14x89 STRUCTURAL STEEL PILE . . 38�paD9 • • ° • • • o e • • • • s • e • • o • 1 9-67A �,—n" 1 13�4fe �yf—� �t8 1 8e�" �Ji • • — FOOTING CONSTRUCTION JOINT 9$_o 88 e • • • o e • • • • • • • • e e e s e • SECTION -A SECTION B-B SCALE: 3/4"---1 '—0" SCALE: 3X"=1 '-0" SHEAR KEY DETAIL °®®®.A0••..0*°�� SCALE: y2�, 1 a-0» KANAAN m . • NO.C 050236 ; t„ a EXP - IL • 7•,®r 4tof DESIGN BY: M. KANAAN CHECKED: G. DREESZEN/J. MANISCALCO LOAD FACTOR LIVE LOADING. HS20-44 AND ALTERNATIVE BRIDGE NO. DESIGN AND PERMIT DESIGN LOAD PREPARED FOR THE LEWIS AVENUE BRIDGE BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOPOST MILE QUANTITIES BY: M. KANAAN CHECKED: SPECIFICATIONS BY: M. KANAAN CHECKED: ATSo' AD'"k ABUTMENT DETAILS J. MANISCALCO J. MANISCALCO -------------------- ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS D 1 2 3 EARLIER REVISION DATES S5 S20 Mar.15,2006— 17:52:32 DWG Name: N:\6ATA010200\transp\mastdes\rood\dwg\Sheets\S-05—Abutment DETAILS.dwg—Layoutl Updated By. n jurrell AP 10+55.61 RW LOL1 BC 10+17.00 RW LOL3 STA 12+35.61 27.25 LT STA 14-+33.13 27.25' LT STA 12+52.60 27.25LT STA 14-+-16.13 27.25' LT FEW LOL3 STA 10+00.00 STA 10--I-23.64 RW LOL3 AP 10+42.61 RW LOL1 RW LOL1 STA 10+72.60 STA 14+39.46 25.50' LT STA 11 +80-01 26.67' LT STA 12+22.62 26.67 LT END RET WALL 1 BEGIN RET WALL 3 RW LOL1 STA 10+00.00 BEGIN RET WALL 1 2 STA 14+53.39 23.67 LT RW LOL3 STA 10+37.91 CURVE TABLE I ~` END RET WALL 3 No. RADIUS DELTA LENGTH TANGENT 01 12.35 30°49'39 6.64 3.40 02 13.02 30.49'39 7.00 3.59 RETAINING WALL No. 1 RETAINING WALL No. 2 12+00 S 61°25'51 " E 14+00 S 61025'51 " E -ILI C IL PLAN VIEW SCALE: 1 "= 10'—O" TOP OF WALK SPLIT FACE CMU OUTLINE OF OG SLAB ABOVE R WLOL 2'-0" #4 @ 12 F71 Frl C7 q• q 00 O O 1117 A 'LL LZ _T F= Is ® #5 @ 16 #4 @ 16, TYP GROUT SOLID, TYP 1 ,_0„ #4 @ 12 2)—oly TYPICAL CMU WALL SECTION SCALE: 1)/,= 1 ----0" FOOTING STEP DETAIL SCALE: )/2„_ 1 ,—0 lof Ess 1 KANAAN x °�. Na.C 050238i t a E o° ®• C vi a 41144 BY: CHECKED: LOAD FACTOR LIVE LOADING: HS20--44 ANIS ALTERNATIVE BRIDGE NO. DESIGN M. KANAAN G. DREE5ZEN/J. MANISCALCO DESIGN AND PERMIT DESIGN LOAD PREPARED FOR LEWIS AVENUE BRIDGE BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOPOST MILE CITY U`kF A Tt Ao"k C A RU"k E R UO”k QUANTITIES BY: M. KANAAN CHECKED: J. MANISCALCO SPECIFICATIONS �Y" M. KANAAN CHECKED: J. MANISCALCO RETAINING WLAYOUT ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 1 2 3 EARLIER REVISION DATES S6 S20 Mar.15,2006—17:54:51 DWG Name: N:\6ATA010200\tronsp\mastdes\road\dwg\Sheets\S-06—Retaining—Wall—Loyout.dwg—Layoutt Updated By. njarrell 72'-7%4" MEASURED ALONG RETAINING WALL LOL1 27,-0„ 45'-7/4„ RETAINING WALL TYPE 1 H=6' RETAINING WALL TYPE 2 H=5' BO-3 EXPANSION 24'-0" 24'-0" --24' 0" 3_...3 JOINTS RETAINING WALL TYPE 2 TABLE NOT ALL RAILS SHOWN H W D K M X BAR Y BAR Z BAR FOR CLARITY TOP OF WALK 6'-0" 4'-0" 1 '-3" 1 '-0" 2'-0" #6 @ 16 #4 @ 16 #5 @ 16 81-01) 5 -6 1 -3 1 -0 4 -0 7@ 16 4@ 16 5@ 16 STA 1 1 +80,01 ' ' „ ' „ , „ � # TOP OF WALK STA 12+52.60 OFFSET 27.00 LT . i i i i i i i OFFSET 27.59 LT EL 858.54 NOTES: EL -860.05 ° 1 . PROVIDE SPECIAL INSPECTION FOR DG _ �" _ � �" _ - - `� _ PLACEMENT OF REINFORCEMENT. TOP OF FTG 2. FOOTING TO BEAR ON UNDISTURBED EL 854.17 SOIL OR 90% COMPACTED FILL. EXPANSION RWLOL 3. FOR SIDEWALK, SEE ROADWAY PLANS. BRIDGE ABUT JOINT GUARD RAIL, SEE NOT SHOWN BO-3 3-4 "GUARD RAIL & LIGHT RETAINING WALL 1 DEVELOPED ELEVATION DETAILS" SHEET SCALE: 1 „_5,-O„ #4E7 - @ 12 S I D EWALK 2� 2-#4 i TOT 4 RWLOL " 3/4" DRIP GROOVE 37'-11 " MEASURED ALONG RETAINING WALL LOL2 4" RWLOL 32'-0" BRIDGE ABUT #4E-- @ 12 2„ NOT SHOWN SIDEWALK 130---3 EXPANSION 1 V-1 1 " 26'-0" SOLID 2„ 3-3 JOINTS RW TYPE 1 RW TYPE 2 2% z 8" SPLIT FACE TOP OF WALK � CMU GROUTED CLR H=4' H=6' STA 14+16.13 - 2_.. 4 � GEOCOMPOSITE O # DRAIN OFFSET 27.59 LT 1 TOT 4 EL 860.05I 1H FG i EXPANSION I 12" SPLIT FACE JOINT ( - 4 @ 16 CMU GROUTED BO-3 3 # � #4 @ 24, _ __ _ _ _ _ U. 3_4 OG /4 DRIP GROOVE „ TYP SOLID - (10 w 2 w FILTER TOP OF WALK -- -- -- -- -- - -- -- - _ _ _ 2 0 > FABRIC 3" PERFORATED STA 14+53.39 IWI TOP OF FTG o CLR _ 1 0 4" DRAIN PIPE OFFSET 23.67 LT EL 855.61 � 4 @ 24 GEOCOMPOSII-E �{ N � EL 859.11 ;o C # DRAIN T AILS SHOWN TYPLIN/ Y BAR TPB NO ALL R TOP OF FTG FOR CLARITY bw 8" SPLIT FACE FILTER FABRIC i EL 856.58 o CMU GROUTED . v SOLID 3" PERFORATED #4 TOT 5 RETAINING WALL 2 DEVELOPED `� N � 4" DRAIN PIPE a ELEVATION �, . SCALE: 1 "=5'-O" TPB1 Ll " X BAR I #4 TOT 5 Z BAR #4 @ 16 3 KSI 3 KS CONC FTG CONC FTG V-0 1 '-0" c.a #5 @ 16 3,-0„ ,.. W RETAINING WALL TYPE SCALE: 1 "= V-0"'-O" RETAINING WALL TYPE 2 „ ,: t� FESSy SCALE: . 1 = 1 -0 ®,00040®0® 0 KANAA' N %G NO.C , EXP . °® IVIL «* ®w DESIGN BY: M. KANAAN CHECKED: G. DREESZEN J. MANISCALCO LOAD FACTOR LIVE LOADING: HS20--44 AND ALTERNATIVE BRIDGE NO. DESIGN AND PERMIT DESIGN LOAD PREPARED F' THE LE w IS AVENUE BRIDGE BY: CHECKED: BY: CHECKED:' DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOPOST MILE QUANTITIES BY: M. KANAAN CHECKED: BY: CHECKED:J. MANISCALCO SPECIFICATIONS M. KANAAN J. MANISCALCO CITY OF ATAS"CAUmER0 RETAINING WALL DETAILS ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 1 2 3 EARLIER REVISION DATESS7 S20 Mar.15,2006-17:55:44 DWG Name: N:\6ATA010200\transp\mastdes\road\dwg\Sheets\S-07-Retaining-Wali-Detaffsdwg--Loyoutl Updated By. njarrell L LINE _ 55)_2» LEWIS AVE 13)_70) 8'-0)) 2 27'--7)) 27)-7" TYP 1 '-3" #4 @ 18 EXCEPT AS NOTED, SEE "TOP SLAB REINFORCEMENT" 6'-10" 3'-6" 5'-0" 11 '-0" 11 '-0" 5'-0" 3'--6" 6'-10" ON "DECK REINFORCEMENT" SHEET #9 CONT, TOT 2 SIDEWALK BIKE LANE TRAVEL LANE TRAVEL LANE BIKE LANE SIDEWALK BB Oil EB TYP W24x94 CL W24x94 #6 - - S=13 I 15Y2" MAX 1 1 BO-5 CHAMFER & 1 '-4 X 1 '-4f4" 5--10 " )) 1)/2)) VARIES 8 , TYPICAL EXCEPT ry AS NOTED N I 42 s� SCHEDULE 30 2-1 " CONDUIT ,_#5 @ 9 SUSPENDED CABLE STEEL PIPE FOR LIGHTING, 77 OR 4,-0" SEE ELECTRICAL )) I i I i PLANS ~�- �. . .'� 2-1 CONDUIT I I I I • • • • FOR LIGHTING I I 1 '-0" PRECAST CONCRETE I I 2--2" CONDUIT 00 " • ` KBO-5 I i -�- BARRIER DECORATIVE, I I FOR CABLE CO. • _ 5-11 2" CONDUIT I i I )) TYP 1 I 1 • #4 TOT 4 EACH BAY #4\_f @ 12 ry .-, FOR IRRIGATION I I I 2-5 PVC CONDUIT FOR FUTURE 1 I 1 2 CONDUIT 11 I UTILITIES. ENDS TO BE SEALED o � cn I II I FOR IRRIGATION 5 18 #5 TOT 7 EACH BAY #4, TOT 2, TYP PLACE BARS _ w I # PARALLEL _ PROFILE GRADE Q < TO q LEWIS I � � > �.. .- .� _._... _. _ _ ____ _ _ _ _ _ _ _ _ _ _ _ _ _ __.. ,._... ...._. .._... ._ _ .�. _.._ _.. _ _ _ AVENUE SPACE -2% -2% 1 #5 @ 12 ALONG (. a ABUTMENTS 0 0 0 o o 2--1 "0 CABLE DRIP GROOVE, ® ® . . „ 6 Y2 4 #9 . 2"TYP R TYP TOP & BOTTOM W24x94 8CONC 1 '-6 ,) " DECK I �2 TYP 2-5" CONDUIT 240 SCHEDULE 40 EXCEPT AS NOTED FOR PG&E ELECTRIC LINES 1 )-0)) � TYP STEEL PIPE 24" SCHEDULE 40 TYP END DIAPHRAGM STEEL PIPE, TYP 8" SCHEDULE 40 STEEL PIPE CASING FOR 10" DIP FOR FUTURESOUTHERN CALIFORNIA GAS COMPANY • #5 @ 12 WATER LINE I 4 GAS LINE 2'-0" 18'-0" 18'-0" 2'-0" TYPICAL SECTION . SECTION D-D SCALE: Y4))- 1 '-0)) ,) SCALE: 3 ), 1 )-0)) 2 CLR /4 TYP 2'-0" 6" 6)) ), )_ )) 2)-0)) 6)) 3/4"Ox4" WELDED 6 -0 2 1 STUDS @ 18" 0.C. 1 - ----3 KSI NON-SHRINK 3/$" STIFFENER STAGGERED PRECAST CONCRETE GROUT MATCH BARRIER , BOTH SIDES, TYP W24x117 BARRIER DECORATIVE --- COLOR, TYP SELF LEVELING GROUT --- I I 1 "Ox3'-0" STEEL ROD #4 @ 18 EXCEPT AS NOTED, )) ,) #6 -��- S=13" 12"� /8"O ATR W f NUTS 4 x4 TUMBLE I I W/ 4"x%2"x4" END SEE "TOP SLAB REINFORCEMENT" 3/s & WASHERS, GALV, TYP ROMAN PAVERS I I PLATE GALV, TYP ON "DECK REINFORCEMENT" SHEET Typ:> 2 TYP S IN GROUT BED I #4 @ 12 0.C. )) PROFILE GRADE E 3f 3/6 1 "� HOLE, TYP S � 4 CONT I ) � 5 0 PVC CONDUIT 4 �x4 WELDED (BO-5 /3 6)) # i I 1J/2 CLR STUDS @ 18" 0.C. .•..,. . .�.• . .• ._.._ � . • ........ . ... . .. S/3 �� #5 TOT 7 EACH BAY STAGGERED a p a • • ! • 8 0 A325NN BOLT, TYP _ L5x5x�/$" • • 11 c� ZA ZZ 9" I 3" CLR TYP 0 � MIN 6" CLR TO 10" CASING 3�s TYP PIPE ROLLER HANGER NIGH WATER MARK @ 10'-0" 0.C. MODIFIED _�� OR 10 DIP 3/6 W24x94 ° - GALV, TYP 6 #4 TOT 4 EACH BAY #4 DRILL 8c BOND D W24x94 I DOWEL @ 24" 0.C., ,) ), SECTION '""-E' MIN 5" EMBEDMENT #4 CONT, TOT 4 #4 DRILL Sc BOND 10 DIP 8 SCHEDULE 4C) STEEL - r DOWELS @ 18" O.C. _ PIPE CASING FOR SOUTHERN SCALE. 1 "- 1 '--0" offiESSlt��l L LINE - NOTES: �q ,....e.. STAGGER ROWS, TYP E LEWIS AVE CALIFORNIA GAS COMPANY � :'~ JaK`®'. 4" GAS INE 1 . ), " KANAAN $ » G L FOR W24x94 BEAM, SEE TRANSVERSE DECK BEAM SHEET ® N4 238 : n, EXP 2. FOR SIDEWALK AND DECK TREATMENT, SEE ARCHITECTURAL PLANS CIVIL PART TYPICAL `a 3. FOR 420 SCHEDULE 30 STEEL PIPE DETAILS THROUGH SCALE: )/2" 1 '-0" DECK SEE "MISCELLANEOUS DETAILS" SHEET ) lf' BY: CHECKED: LOAD FACTOR LIVE LOADING: HS20--44 AND ALTERNATIVE BRIDGE NO. DESIGN M. KANAAN G. DREESZEN/J. MANISCALCO DESIGN AND PERMIT DESIGN LOAD BY: CHECKED: BY: CHECKED: PREPAREDTHE LEWIS AVENUE BRIDGE DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOPOST MILE QUANTITIES BY: M. KANAAN CHECKED: J. MANISCALCO SPECIFICATIONS BY: M. KANAAN CHECKED: J. MANISCALCO CITY OF ATAbA`CAumERujk TYPICAL SECTION ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 1 2 3 EARLIER REVISION DATES -► S8 S20 Mar.15,2006—17:56:58 DWG Name: N:\6ATA010200\transp\mostdes\road\dwg\Sheets\S-08—TYPiCAL—SECTiON.dwg—Layout1 Updated By. njarrell i COORDINATES X Y A 010 020 B 12.000 10.370 C 12.000 0.005 D 28.000 20.204 E 28.000 0.020 F 44.000 26.653 G 44.000 0.031 H 60.000 30.334 1 60.000 0.042 J 76.000 31.533 r K 76.000 0.042 L 92.000 30.334 J L M 92.000 0.042 N 108.000 26.653 -- v 0 1 108.000 0.031 N P 124.000 20.204 42 0 SCHEDULE 30 � -- -� � _ -- -- _ -- -�-. -- _ Q 124.000 0.020 STEEL PIPE F f-- � _ � 1 -... -' ` -- -� _ �- R 140.000 10.370 S 140.000 0.005 T 152.000 020 -- R=107.35' I I I '' - ~ ~ P U 50.667 28.500 D V 101.333 28.500 COORDINATES TAKEN AT CENTERLINE I I I INTERSECTIONS r 2Y4"O CABLE, •. ~ GALV, TYP B I >< K w: r / T C E G I K M O Q S 24f9 SCHEDULE 40 STEEL PIPE FRACTURE CRITICAL MEMBER TIED ARCH TRUSS LAYOUT SCALE. 1 9'=5m-0$$ 0 p p`y owe w �If1 q a w w 0 vim`'� �"'O 0 0/' /0/^ 4,L L9. 0 0 0 ✓ 0 0 0ry0 /qLL /L /ry LLe 1 is �gfESS/q CAMBER DIAGRAM 0P�4,4,FD9 M. %a�` (� N.T.S. {�g�" AAN SCALEN . . /T.So r C005o238 ® f" 8 46 CIVET. BY: CHECKED: LOAD FACTOR LIME LOADINGS HS20--44 AND ALTERNATIVE BRIDGE NO. DESIGN M. KANAAN G. DREESZEN/J. I5CALC0 DESIGN AND PERMIT DESIGN LOAD PREPARED FOR THE LE www IS AVENUE ' BRIDGE BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOPOST MILE QUANTITIES BY: M. KANAAN CHECKED: J. MANiSCALCO SPECIFICATIONS BY: M. KANAAN CHECKED; J. MANiSCALCO IT oW A'tAbUAU vTIED A TRUSS ORIGINAL SCALE IN INCHESI 1 -7 DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 1 2 3 EARLIER REVISION DATES - ----�- S9 S20 Mar.15,2006--18:03.48 DWG Name: N:\6ATA010200\tronsp\mostdes\road\dwg\Sheets\S-09-Tied-,Arch_Truss.dwg-Loyoutl Updated 8y n jorrell ARCH= 54"0 STEEL F - ------SYMMETRICAL ABOUT 1 Y4"0 BOLT HOLES q CABLE FOR 1Y8"0 BOLTS, 540 x 2" THICK TOT 16 129_Of) 8 CABLE SPACES @ 16'-0 128'-0" 129099 GUSSET A F 24 0 STEEL PIPE, Q� DETAIL, TYP TYP 42"0 SCHEDULE 30 - i STEEL PIPE Jj i",/0 S CJP 2Y40 CABLE, TY 42"0 STEEL PIPE DETAIL A G SECTION G-G SCALE. 199- 19-099 GUSSET B PLATE DETAIL, TYP-/ VG THREADED HOLE ARCH= FOR 1Y8" BOLTS 54" STEELpL TIED ARCH TRUSS LAYOUT 60 Q. STEEL SCALE. )/899- 19_099 3/49) 2, 099 3/499 10 60 x 60 x 4" THICK _ _ R=2 499 0-) 1 1 GRIND SMOOTH I Q- 42"0 SCHEDULE 30 STEEL PIPE SEE GUSSET CONNECTION DETAIL THIS SHEET 1 "0 x 12" HEADED STUDS @ 12" O.C. BOTH WAYS 1 y299 GUSSET T CONNECTION PLATE DETAIL !f 9 99 \\ ` SCALE: 1 = 1 -0 \ ® SCALE. 199- 19-099 42"0 SCHEDULE 30 - STEEL PIPE \ ' �.. ARCH PIPE \ Y„ 3)_x99 1 f099 CJP � a Y2)9 ! 1 y29' THICK STEEL �-� SEE GUSSET i DETAIL c0 i r w HEAVY DUTY STEEL O OPEN STRAND SOCKET, 2Y4"0 CABLE, GALV — GALV, TYPYN 47/80 HOLE 24"0 SCHEDULE 30 N OTES: 9f STEEL PIPE ei� ESSIDy 1 . FOR DETAIL A, SEE MISCELLANEOUS „ o.• •-••.••�! DETAILS SHEET 42 STEEL PIPE,, dUdAJDd dW. l + KANAAN , • NO.Cdaq GUSSET A DETAIL GUSSET A PLATE DETAIL 2. FOR GUSSET B PLATE DETAIL, SEE EXP - "TIED ARCH TRUSS DETAILS" SHEET SECTION F-F •�• IVIL •°°�~ SCALE: 1 "= 1 '-099 SCALE: 1 ))= '�--0)) °` . SCALE: 199= 1 '-O 99 cA BY: CHECKED: LOAD FACTOR LIVE LOADING: HS20--44 AND ALTERNATIVE BRIDGE NO. DESIGN M. KANAAN G. OREESZEN/J. MANISCALCO DESIGN AND PERMIT DESIGN LOAD PREPARED FOR THE LEWIS AVENUE BRIDGE BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOJ-sY Vr tmi T A S POST MILE BY: CHECKED: SPECIFICATIONS BY: M. KANAAN CHECKED: cit TIED ARCH TRUSS DETAILS No. '1 QUANTITIES M. KANAAN J. MANISCALCO J. MANISCALCO ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 2 3 EARLIER REVISION DATES S 1 0 S20 Mar.15,2006—1&05:46 DING Name: N:\6ATA010200\transp\mastdes\road\dwg\Sheets\S-10—Tied—ArchTruss._Details.dwg—Layroutt Updated By. njarrell A � HEAVY DUTY STEEL 2Y4"0 CABLE OPEN STRAND SOCKET SEE STEEL PLATE DETAIL 42"0 SCHEDULE 30 q 2Y40 CABLE W/ GALV. HINGE PIN, TYP I STEEL PIPE HEAVY DUTY STEEL OPEN 1Y2" THICK GUSSET ---- I -- SEE GUSSET PLATE B DETAIL OPENING FOR STRAND SOCKET, GALV, TYP 1J/2" I�?, TYP GUSSET PLATE C SEE STEEL PLATE A DETAIL I I ----- SEE "TYPICAL SECTION" SHEET FOR DECK REINFORCEMENT , ( I I Y2" F , TYP - -- -- TLJI _ -- iI1Y2 �, TYP � i I 5 i I 16 TYP >, I 1 /4 3)/2 I 5/6 LJ F,-otL 3/497iTYP IY2i I 1 Y2 GUSSET _---1%4"0 A325 BOLT, TYP I i Y29, _ DOUBLE NUT TOP i I x I I 1Y2„x1 ,-99,x1 ,_9 _ I TYP I I SINGLE NUT UNDERNEATH, i i Y2 1 Y40 A325 BOLT, TYP TYP—' 9, 79 9 >, 1 i , �-- Y2 ,97 i �1Y2 THICK GUSSET 1Y2 x1 —9 x1 —9 I i Lo SEE GUSSET PLATE TYP 1 Y2f9 Y” LJ B DETAIL 1 2 THICK I ( Ln i I 2"0 H OLE, TYP TYP ( I 2--1 0 CABLE I I 0„ 3„ 2--1 "0 CABLE i I 24"0 SCHEDULE 40 17_0>9 _ _ _ STEEL PIPE SECTION A-A 7 13/6' SECTION E—E A SCALE: 1 ,7= 1 ---097 13 24 SCHEDULE 40 �6 SCALE: 3"_ 17_079 STEEL PIPE SECTION C.,C OPENING FOR GUSSET GUSSET B DETAIL SCALE: 3/4„= 1 '-079 7„ PLATE C „ 6” 6" 24" SCHEDULE 40 SCALE: 1 — 1 —0 STEEL PIPE 3 97 3 9> 2"0 H OLE, TYP """' -"' Y299x5"x5" I W/ HOLE Y8" LARGER THAN CABLE THREADED END DIAMETER 24" SCHEDULE 40 `fl STEEL PIPE ^`� o � I I 97 1 Y2 1 "0 ASTM A603 PRE -STRETCHED 79 CABLE W/ SWAGED THREADED END 27 5 r' 42"0 SCHEDULE 30 Y 5/6" � �,o� WASHER & NUT, GALV. TIGHTEN NUT VERIFY r' STEEL PIPE T P 5 •. I _. UNTIL ALL SAG IS TAKEN OUT OF CABLE SECTION D—D / r6 r ' SCALE: 1 "= 1 '-0" CJP r' 1i'2" GUSSET � Y2„ r - TYP r 7, TYP 6, 33 j4„ 1297 t 5)-2)/4 7, B r 2-1 "0 CABLE GALV TYP � D ,7 SCALE. 1%2 - 1 -- 0 D N D 1" THICK / _ _ _ _ _. _..... _ _ _ _ i �. CJP /� _ _ _ Y _ 24))0 SCHEDULE 40 GUSSET STEEL PIPE (FRACTURE "- 44o 27'42 97 CRITICAL) ~` 4�/8"0 HOLE z 54" x29' THICK 1Y299 THICK N ��- W/ 30" ACCESS 6" STEEL I `0 OPENING r' i / WP Lo 46°2'45" N SHOWN SOLID 1%297 GUSSET 71°55'679 FOR CLARITY WP SEE GUSSET PLATE C DETAIL 5/679 � �, Af E$s C TYP "�' ®00®Biwa.����! 5/677 y 9)j 9 6 Y497 , $) NOTE: �° ' Y2 VERIFY ALL DIMENSIONS KANAAN AND ANGLES BEFORE NO.C 050238 Mn FABRICATING EX� CONNECTION GUSSET PLATE DETAIL GUSSET PLATE B DETAIL GUSSET PLATE C DETAIL ®=� y C,V � 3 97= 1 ,_ 77 SCALE: 1�2 991 1 '-0" SCALE: 3/4"— 1 7_...0„ �. SCALE. /4 0 R, � BY: CHECKED: LOAD FACTOR LIVE LOADING: HS20--44 AND ALTERNATIVE BRIDGE NO. DESIGN M. KANAAN G. DREESZEN/J. MANISCALCO DESIGN AND PERMIT DESIGN LOAD PREPARED FOR THE LEWIS A BRIDG �. BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOKUPOST MILE QUANTITIES BY' M. KANAAN CHECKED: SPECIFICATIONS BY: M. KANAAN cHEc ED: TASCT0 TIED ARCH TRUSS DETAILSN o. 2 J. MANISCALCO J. MANISCALCO ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 2 3 EARLIER REVISION DATES S 1 1 S20 Mar.15,2006—18.07:13 DWG Name: N:\6ATA010200\transp\mastdes\road\dwg\Sheets\5-11-71ED,ARCH—TRUSS—DETAILS2.dwg—Loyoutt Updated 8y. njarrell h I L LINE LEWIS AVE CAMBER 1 I � 1 1 � MODIFIED W24x94, ` o 0 1 TYP /I 24"� SCHEDULE 4D / SEE PART TYPICAL SECTION W24x94 STEEL PIPE, TYP 19 I—O)p 19)_099 PIPE PIPE TRANSVERSE DECK BEAM SCALE. 2 )9� 240 SCHEDULE 40 '/8"0 A307 BOLTS, GALV STELL PIPE 699 0)> WELDED STUDS 3/4" STIFFENER I 3>9 3 TYP TYP y, 24"0 SCHEDULE 40 � W24x117 Y4STEEL PIPE W24x11 7 I II 3�4)) STIFFENER I I I I CJPLs ii II I —WELDED STUD >, I I II II II I Y2 ._ 1 "X13)) ft TYP —� --- --: — ------ j, " TT ­ 299x15BENT � �, ��a `�S° �. N 1 D9 II I I I ® TYP ' I II II II II ®1 Y2`,/J'Y//2� ► I li f _ It 1 iI II I CJP 1 I / TYP I I I I I I ® ® 5/6), I I I ,) 24"0 SCHEDULE 40 1 x13 STEEL PIPE 240 SCHEDULE 40 2--1 "0 CABLE STEEL PIPE 2 — 1 "0 CABLE PART TYPICAL SECTION SCALE: 1 "= V-0" TOP VIEW OF PLAN TYPICAL SECTION SCALE: 1 "-- 1 '---0" NOTES: 1 . FOR PART TYPICAL SECTION, SEE "TIED ARCH TRUSS DETAILS No. 2" SHEET �� �� � ,g+OaasrYa�� f Es 2. FOR MODIFIED W24x94, SEE "TIED ARCH TRUS `�,`' JDM. '.a DETAILS No. 2" SHEET s NO C4 50238 AAN0 ; EXP IVIL 3. FOR TRANSVERSE DECK BEAM SPACING r � ®r SEE "TYPICAL SECTION" SHEET CAS` 41 DESIGN BY. M. KANAAN CHECKED. G. DREESZEN/J. MANISCALCO LOAD FACTOR LIVE LOADING: HS20--44 AND ALTERNATIVE BRIDGE NO. DESIGN AND PERMIT DESIGN LOADPREPARED FOR THE LE www IAVENUE BRIDGE BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOCIT T u vPOST MILE BY: CHECKED: BY: CHECKED: IN "Of A A Skff'g';%L 'A' D EH Arm J. MANISCALCO QUANTITIES M. KANAAN J. MANISCALCO SPECIFICATIONS M. KANAAN TRANSVERSE D BEAM ORIGINAL_ SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED FLANS ® 1 2 3 EARLIER REVISION DATES S 1 2 S20 Mar.15,2{M}6—18:09:45 DWG Dams: N:\6A1'A010200\transp\mastdes\road\dwg\Sheets\5-12—TRANSVER�,..pECK.,AEAM.dwg—I.ayouti Updated By. n jarrdi 1 COUNTERSUNK Y4 0 f STAINLESS STEEL SCREW @ 6" 0.C., TYP f SEE PLATE q 2Y40 CABLE CONNECTION DETAIL 3/g" STEEL f I SEE STEEL PLATE A DETAIL l 6" CONC. #4 DRILL & BOND I AROUND OPENING DOWEL @ 12" O.C. MIN. EMBED 3" j TYP 3/8" THICK STAINLESS � I I 1 "xY2" THICK STAINLESS STEEL R STEEL FE TOT 2 i I INSIDE 0 VARIES: i I MIN=33 99 �.° � ` Y4" 1 I I 1 CLR popI I I 1 ------------4, f I I Ld f n_ ® ® 00 ° ° 2Y4"� CABLE, GALV •rTDECK REINFORCEMENT, I TYP f BRIDGE DECK BRIDGE DECK I I f 1 )-9 3499 1 STEEL PLATE A DETAIL SCALE. 399____ 19_099 DECK OPENING DETAIL f SCALE: 3' _ 19_O99 f OPTIONAL. 4" DIA STD PIPE I GUARD POST 69--099 LONG, STRAPPED TO VENT PIPE & SET 2'--0" IN CONCRETE (OPTIONAL) AND FILLED WITH CONCRETE (OPTIONAL) f COUNTERSUNK T K "0 COU Y4 FGSTAINLESS STEEL SCREW 3 f /8 STAINLESS STEEL f f Lam. f d _ 99 . 1 54" W � 1 "xY2" THICK 2 STEEL PIPE 0 ALL STAINLESS STEEL W/2-2 WELD ELLS 0. 154" WALL b CONC DECK-- I 9 3 ROUTE VENT PIPE TO GRADE A OR BETTER, STEEL PIPE a CLEAR PEDESTRIAN TRAFFIC f TO BE PAINTED AND/OR p (MAINTAIN UPWARD SLOPE WRAPPED PER CALTRANS STANDARD f (OPTIONAL) HALF COUPLING N8 x3" HEAD STUD, f STAINLESS STEEL @ 12" 0.C., TYP I I --- - -- -- PLATE CONNECTION, DETAIL Q _ - SCALE- 6" -- 1 '�--0" �� �? �-fe � 1 MIDI M. 60CIV � I 9�AAN ­vlw 0.C s f VIS. VENT DETAIL CASING SCALE. 1 — 1 _o f BY: CHECKED: LOAD FACTORT LIVE LOADING: HS20-44 AND .ALTERNATIVE BRIDGE NO. f DESIGN M. KANAAN G. DREESZEN/J. MANISCALCO DESIGN AND PERMIT DESIGN LOADLEWIS AVENUE BE BY: CHECKED: BY: CHECKED: PREPARED FOR THE f DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOPOST MILE QUANTITIES BY: M. KANAAN CHECKED: J. MANISCALCO SPECIFICATIONS BY: M. KANAAN CHECKED: J. MANISCALCO CltT UI`_ ATASCADER&O MISCELLANEOUS D f ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF 1 FOR REDUCED PLANS 0 1 2 3 EARLIER REVISION DATES S 1 3 S20 fMar.18,2006— 18:11:41 DWG Name: N:\6ATA010200\transp\mastdes\road\dwg\Sheets\S--13—Misc—Detaits.dwg—i.dyoutl Updated By. n jarrei( SPAN 13'-3» 139-39f #6 0 13 #9 _T R=19'--6/4" STREET LAMP ABUT 1 #6 x 54'-6» 13 DECORATIVE CONCRETE SEAT, w .fl ® —GROOVED CONTROL SEE "DECORATIVE- SEAT PLAN" ABUT 2 #10 CONT #5 6 —D ` / Q JOINT, TYP ON GUARD RAIL, LIGHT & SEAT DETAILS SHEET EDGE OF DECK #7 x 10'-0 »' TYP ( I ( Y L_LL LL L_.. L L_LL LL L_L LL LL L____L LL L_ L_L_.L_L_ I. 0 Y L L _L _ LL _ _ _ _ _L _ _ _ _ _ L _ _ _ LLLL _L . L_LLLL_LLLLL . _ _ _LL _ _ _LLL _ _ _11 _ _ _ _ _I _ L _ _ _LL _ _ __ _ ._LLL _ _ _ _L _ _ _ _ _ _ _ _LL _ _ LL />1 #6 x 15'-0" ii 2'--10" #7 @ $f-0", TYP #6 x 60'--0" @ 13 L4 TUMBLE ROMAN PRECAST CONCRETE LIGHT, TYP FL #5 TYP #7 @ 9'--0", TYP 4 18 TYP 7 @ 9BARRIER DECORATIVE PAVERS IN GROUT BED coNc culls . #7 x 15,_®99f TYP TOP SLAB REINFORCEMENT ARCHITECTURAL LAYOUT LIGHT #4C=n@ 4" O.C. SYMMETRICAL ABOUT SYMMETRICAL ABOUT q 6" 7" 7" 6" CABLE :. 4" O.C. #7 TOP SLA13 REINFORCEMENT & FINISH CONC CURB . N.T.S. #4- #6 CONC DECK cfl .......... Z F3 #6, TYP #6 #49 #7 CONDUIT #5 SPAN 6 !SECTION Y-Y # N.T.S. F#9 ,SECTION X,,X SCALE 1 ff=1 f_O» SEE "GUARD RAIL & LIGHT DETAILS" '` ., R=19'--63/4" SHEET FOR REINFORCEMENT, TYP � ABUT 1 ar_ ,, 6,—O„ » c �- ted , #5 @ 6f—O» ABUT 2 » #5 #6 x 26 0 - #7 x 10 �-0 , TYP #10 CONT f— �®'� #6 x 26 0 EDGE OF DECK N ��s z I fill >< 00, 7Z a � I a w w i x S 99 f ff '0001,000i.0% 0001,0001 g% Of Es3��/7 #6 x 60 --0 f » #6 x 60 —0 7 8f—Off TYP ��'•®p "'®p`� #7 @ 9 —0 , TYP # #7, TYP .� . jD1� #5 , TYP �.. o .. NO. ora m Exp � • °a CIVIL e® ,z #7 x 15 0», TYP 4 4" 0.C. BOTTOM SLAB REINFORCEMENT N.T.S. BY: CHECKED: LOAD FACTOR LIVE LOADING: HS20-44 ANIS ALTERNATIVE BRIDGE NO. DESIGN M. KANAAN G. DREESZEN/J. MANISCALCO DESIGN AND PERMIT DESIGN LOAD BY: CHECKED: BY: CHECKED: PREPARED FOR THE LEWIS AVENUE BRIDGE DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOPOST MILE QUANTITIES BY: M. KANAAN CHECKED: J. MANISCALCO SPECIFICATIONS BY: M. KANAAN CHECKED: J. MANISCALCO G'dft I�t%Y# UA& F A w1m 'As S GA&A D E R 0 DECK REINFORCEMENT ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 1 2 3 EARLIER REVISION DATES -----�- S 14 S20 Mar,15,2006 18:12:54 DWG Name: N:$ATA010200\transp\n)ostdes\road\dwg\Sheets\S-14—DECK—REINF{RCEMENT.dwg—Layout1 Updated$y. njarrell 1 I ! 2 -099 I 1 3 a>9 \I� 11—0 99 -��y — L #4O.C. @ " 3 KSI NON-- N #6 17"0 STREET LIGHT1Y2990SHRINK GROUT ( 9 BASE, VERIFY FIELD VIRiFY #4 [::n @ 4" 0.C., TYP I x #10 6" MIN 5 f�99 I CJ < I 4 @ 18 2% #6 2 8 MIN # � '� '� 2" SCHEDULE 40 STEEL PIPE a Ld _� l 0 Y2" BOLT GALV W/ DECORATIVE 99 _� " MAIN SLAB HEAD NUT AND LOCK WASHER GALV 1Y2" SCHEDULE 40 5 4 /4 #4 TYP REINFORCEMENT STEEL SLEEVE, GALV I DRIP GALV, A.B. #5 x 69-099 TOT 8 EDGE #5 x 63-099 TOT 8 1 RAIL EXPANSION JOINT DETAIL 4-3/4"� GALV, A.B. Y I SCALE: 3 *_0» 12 L4 4) 4- bUIJFvK IGm H L S E T. SCALE: 1Y2"=1 '--0"' ! #4 TOT 3 0'%TREET Llol"&HT Sm 'PPO%RT PLAN u u v SCALE. lY2"=l '_0,9 I 619 ° 3 TYP /6 V h O TYP d" c� f 3f 16 ° 2"0 SCHEDULE 40 Lj STEEL PIPE I NOTE: PAINT ALL STEEL BLACK SECTION B -- -- DECORATIVE NUT HOLOPHANE WAU10DHPMTN7N3 2"0 SCHEDULE 40 I DECORATIVE NUT STEEL PIPE TOP RAIL( I 18"_ TO BE DETERMINED -- 8' MAX. WELDED TO POST I � EXPANSION JOINT. PLACE MAX , 0 @ 24'-0" MAX AND AT 2"0 SCHEDULE 40 EB & BB OF BRIDGE STEEL PIPE TOP RAIL, A Y2"0 ASTM A30 STEEL I PAINT _ �\ �,� � ..�� -� PICKET, PAINT, TYP.II o.c. II E3 I _ DECORATIVE II FAUX RIVET, II II STREET LAMP MANUFACTURER TYP II II Y2" THICK ASTM A36 I ANTIQUE STREET LAMP Y2"0 STEEL fl II STEEL, PAINT, TYP -H PA W17 12 2FGIUS--S ANDD PICKET, TYP. II II --- OR EQUAL II II 0 I N 11 I I I �- II li II II II 2-!/a"0 ASTM A307 ALL THREAD II II 69> ROD Wf DECORATIVE NUT, GALV. II II n 99 EMBED MIN 5" IN ENGINEER I I1 II ria 4 APPROVED ADHESIVE, TOT 2, TYP l - BRIDGE DECK F.S. BRIDGE DECK F.S. { 00 0 0 O oo ( _ r-y 9> 499 5/8"0 ASTM A307 ALL THREAD „ 99 ROD W/ DECORATIVE NUT, GALV. 2 0 SCHEDULE 40 4 STEEL PIPE BOTTOM EMBED MIN 5" IN ENGINEER LIGHT POLERAIL, PAINT APPROVED ADHESIVE, TOT 4, TYP I79.._. !_ f9 SCALE.. Y2 --1 0 SECTION A 1$5f ES t® 0 ,006000«00 7! UUAKU RAIL rr%L 'Am N MAJDI M. _0$1 KANAAN mnm SCALE: 1 LAJ *a NO.C 050238 •� xP j iVIL (O�M" I I BY: CHECKED: LOAD FACTOR LIVE LOADING: HS20�—�44� AND ALTERNATIVE BRIDGE N0. DESIGN M. KANAAN G. DREESZEN/J. MANISCALCO DESIGN AND PERMIT DESIGN LOAD PREPARED FOR THE LETV AVENUE BRIDGE BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOF A T A ;A POST MILE QUANTITIES BY: M. KANAAN CHECKED: J. SPECIFICATIONS BY: M. KANAAN CHECKED; GUARD RAIL & LIGHT DETAILS J MANISCALCO J. MANISCALCO I ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 1 2 3 EARLIER REVISION DATES S15 S20 Mar.15,2006—18:14:09 DWO Name: N:\6ATA010200\tronsp\mostdes\road\dwg\Sheets\S-15—Goord—Ral.dwg—Layoutt Updated 8y. n jwell I I I DECORATIVE CONCRETE SEAT, PRE--CAST BB2--PIECES OR CAST—IN—PLACE. EB � � SUBMIT SHOP DRAWINGS 42" SCHEDULE 40 FOR APPROVAL STEEL PIPE PRECAST CONCRETE BARRIER ( FIELD MEASURE 8'--0" / 0 I BAR LOOP, TYP DURA ART STONE I / CONCRETE BARRIER IIA \ (DURA ART WALL—TYPE 4) r FACE OF 42"fib '� 1 1 w i STEEL PIPE -- / 1 1 1 � / ISI ISI I 1 _LL �, fill L_ L L L_____ L_.___ L (.._.._L_ / oe I I I I I 1 I -L[— LLL I � 1I II 11 \ L_ L_._ L_.___.L I L____L� L_L_ � � L__...L.�.. L__L_.L I _ ._ _ _ �_ - - - - .....:.... L�._�__ L�.L_.___L— _ — — — — ll Cc I _ I II II I LOUTLINE OF OPENING L6 x)/4" STAINLESS CONC CURB I II THROUGH DECK SLAB STEEL PL � � 1 "Ox3'---0" STEEL ROD, TYP I I I BARRIER ELEVATION SCALE: 1 "=V-0" ft mm small DIZILOORA-11Vt StAi ijLAN I � � aa— a SCALE. X4 —1 —0» I I .. 1 I 29 1)/899 3'-1 01y %499 0 COUNTER I 59 6 21—C 6 5" SUNK STAINLESS STEEL SCREW Q J" MAX DECORATIVE CONCRETE SEAT, PRE -CAST -------CITY LOGO CAST IN r (2---PIECES) OR CAST----IN—PLACE. rr SUBMIT SHOP DRAWINGSLo PLACE OR BRONZE) 2% 2% FOR APPROVAL 12% r r I 7, + r r � 42"0 PIPE r r r I rr DECORATIVE RELIEF DETAIL-- rr r r CONIC BARRIER I r r Y2" GAP, r R--4" ,, I r TYP r BENCH _,.. oo r f r „x/499 SS PLATERd R 1...7Br R=5)/2” r r EB I r rr 499x/2„ STAINLESS r I STEEL ? W/ —47, i r 3/" x6" SS STUDS WATERSTOP i • Ile w w R 4 ,2„ 2 #5 @ 12, B.W. LJH'I' ► . . . .., 4 �§x C' #4, TYP DECK SLAB 4"x4" ROMAN PAVERS I \\ BEHIND CONC CURB I , I� �8 #0 x 3 —0» @ 12 1� 11 DECK SLAB I �� f �� ,� #4 DRILL & BOND �.'�_ -- , � DOWELS Q 12" 0.C. TYP 1 , 0,7 %,' 7 097 WP ( gd SEAT ELEVATION MAJD3 M. 16 N SCALE: i NO. 050238 = x� , SELO I ION 3 as 7 » SCALE: /. =1 —0 ' I /t+tat BY: CHECKED: LOAD FACTOR LIVE LOADING: HS20--44 AND ALTERNATIVE BRIDGE NOPREPARED FOR THE . DESIGN M. KANAAN G. DREESZEN/J. MANISCALCO DESIGN AND PERMIT DESIGN LOADLEWIS AVENUE � BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAN LAYOUT N. JARRELL J. MANISCALCO A D E I K POST MILE CHECKED: BY: CHECKED: I QUANTITIES BY: M. KANAAN J. MANISCALCO SPECIFICATIONS M. KANAAN J. MANISCALCO CITT Ur 0 DECORATIVE B SEAT D ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED FLANS 0 1 2 3S16 S20 EARLIER REVISION DATES ----� IMar.15,2006—18:18:10 DWG Name: N:\6ATA010200\transp\mostdes\road\dwg\Sheets\S-16—SEAT_DETAILS.dwg—Layoutl Updated By. n jarreii I I I POURED --IN— PLACE CONCRETE BASE ( 6" CONCRETE BAND I URN BASE ----- DECORATIVE URN MANUFACTURER: DURA ART STONE MODEL: 'JUDICIAL' — LARGE (60" DIA x 36" H x 27" SQ BASE) MODEL #: 204 I I I — POURED—IN—PLACE I SQUARE CONCRETE I( BASE I I ( I I I I I I FINISHED — SURFACE I I I o � I I I EQ EQ POURED—IN—PLACE I SQUARE CONCRETE BASE 38-�� 9) I ROADWAY CURB I 4 DECORATIVE URN I I SCALE: 1 "=1 '—0" E FLAN VIEW SCALE: 1 "=V-0" --0" DECORATIVE URN a Ia I _ I I .. NOTE,: GUARD RAIL I SEE SHEET X--1 FOR #5 x 18 INFORMATION NOT SHOWN I URN DOWELS, TYP TOT 4 I I #4 @ 24 0.C. I w #4 Q 12 BOTH WAYS, Qo BOTH WAYS, TYP TYP I #4 I � • -- #4 @ 24 0.C., TYP 0 I 299 CLR #4 @ 12 BOTH WAYS, - RETAINING WALL _ TYP TYP '� v 3'_09) 31-02) I 6'_01) TYPICAL SECTION I SCALE. 19,_"=V—C) y I ® ` iYfPOJDI IY{. S KANAA? i I I IL «° I4 Ak(04 BY: CHECKED: LOAD FACTOR LIVE LOADING: HS20�-44 AND ALTERNATIVE BRIDGE NO. I DESIGN M. KANAAN G. OREESZEN/J. ISCALCO DESIGN AND PERMIT DESIGN LOAD PREPARED FOR THE L AVENUE B BY: CHECKED: BY: CHECKED: I DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCO0ATAbPOST MILE QUANTITIES BY: M. KANAAN CHECKED: SPECIFICATIONS BY: M. KANAAN CHECKED: CITYF DECORATIVE U I J. MAN#SCALCO J. MAN#SCALCO ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 1 2 3S 17 S20 EARLIER REVISION DATES ----�—� Mar.15,2006—18:19:37 DWG Name: N:\6ATA010200\tronsp\mostdes\road\dwg\Sheets\S-17—DECORA"nVE URN.dwg—layouts Updated By. n jorreii 4 _ _ DIST. COUNTY ROUTE POST MILES SHEET TOTAL I TOTAL PROJECT NO. SHEETS I End of See "Approach Slab o S LJ wingwall Transverse Contact �'R Joint table ..,J REGISTERED ENGINEER -- CIVIL w � UJ Front face of barn " " bars Roadway pavement `� ' No. � End of structure approach �C p. See "Approach SlabBB r .'� Transverse Contact . �L Joint" table Lane line t '' r CA0 Bridge deck ' Yp PLANS APPROVAL DATE See Note 3The State of California or its shall not be ible for officers or agents ... .. C: responsthe accuracy or Longitudinal Const. E completeness of electronic copies of this plan sheet. joint. 30'---0" min > (See Note 3) $$ 6 x 8'---0" to C!" bars P -4 and bottom tot 6 Retaining wall See "Detail A" 30'--0" min '*"' -PCC roadway pavement 30'_0" PLAN30'--0" STAGGER DETAIL Ni- SKEW < 20® __ SKEW> 200 No Scale -- w Concrete barrier 2 1 /2 1 30$-0" _ Pay limits for structural concrete, approach slab End ofconcrete barrier 4 #4 bar See "Seat „Type Abutment #4 bar chairs 3'--0" Transverse contact joint Bridge deck 3" x 3" x 1 /4" angle Tie Details ' '$ See Note 5 / g transversely and 4 --0 6 longitudinally 3" slottedlastic BB or EB See Note 4 5 p yy 12 pipe See Note 2DETAILBAR DETAIL #6 1 b bars ,� 1 ,_a,, „ 1 /2 1 1 /2 ffi See "Road Plans ` 3" x 3" x 1 /4" angle (Galvanized) A ----------- (See "Edge Angle Detail") « � low side only APPROACH SLAB TRANSVERSE CONTACT JOINT / Structure approach Filter fabric � , 6 �- 1 0 1 8 pP o � a bars « � Pourable seal WITH AC ROADWAY WITH PCC ROADWAY APPROACH SKEW PAVEMENT PAVEMENT . o Contact Joint for 2�a Parallel to face Parallel to face . . 4" = 1 '-�-0" AC Pavement � 20 of paving notch of paving notch Geocoposite drain / Contactjoint for �''� PCC Pavement _ Parallel to face Stagger lines 24' 20 45 of P N useDetail A ' ( ) to 36 apart. •c - 1 /4" x 3/4" x 8" flat > 45° Parallel to face Stagger at each See Note 2 bar C .l 2" centers of P N use Detail A lane line. Place 1 /4" hardboard between slab and wingwall, with smooth side toward wingwall DETAIL A W ZZ DETAIL B No Scale 1 1 2" = 1 '--0" / Concret arrier Concrete barrier NOTES: 1 . For details not shown, see Structure Plans. S "Detail B" 1 ' D" 1 ' C" For MR < 2", ad 'ust bar reinforcement to clear T5 n Structure approach min � . ot pp _6„ #5 tot 4 a sawcut for sealed joint, when required. " bars .� Sealed joint 2. For drainage details, see "Structure Approach Match deck 12 4 @ 6 9 # Blockout for Draina e Details sheet. overhang X 'Dint seal g ® X assembl 3. Longitudinal construction joints, when permitted b 4 cont tot 4 X #5 con t. Y 4 F_ 6 J p Y X Engineer, shall be located on lane lines. f9 a' bars « X C3 . . . TP TPB X « ` 4. End angle at beginning of barrier transition, end of Gocomposit �- 1 : 1 #4 @ 6 wingwall or end of structure approach as applicable. X "3inwall X drain retaining w 5 x 2'-0" C 12 X #5 x 2'----0" C 1 _ 5. For transverse contact joint with new PCC paving, #5 x 4 --0 X 1 /4 expansion 6 , drainBackwall X „ joint filler 3'a refer to Standard Plan A35--A. X 6 Backwall X 6. At the -contractor's option, approach slab transverse 2" 2'-- " X 1 /4" expansion reinforcement may be placed parallel to paving notch. joint filler Spacing of transverse reinforcement is measured along roadway. 1%111, SECTION C-CRemove all polystyrene. ,� :' ,��� •.w ,� _ 9TIE :` AM 3/4 -- 1 _0 No 3/4 99 ..r.. 1 9..r..0!Y EX ova � (Type E-1 to be used, unless otherwise shown on plans.) a 40t STANDARD DRAWING STATE O.�.' BRIDGE NO. APIR®� RECOMMENDED BY L-WI S AVENUE BRIDGE FILE N0. - DESIGN BY M. TRAFI;ALIS CHECKED E. THORKiLDSEN CALIFur�NIADIVISION OF STRUCTURES DESIGN DETAILS BY R. YEE CHECKED DATE E. THORKILDSEN STRUCTURE DESIGN POST MILE 8/92 SUBMITTED BY M. HA DESIGN SUPERVISOR DEPARTMENT OF TRANSPORTATION STRUCTURE ATYPE N(30S) DS OSD 2147A ( CADD 4/89 ) ORIGINAL SCALE IN INCHES CU DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 1 2 3 EA EARLIER REVISION DATES S18 S20 POST MILES SHEET TOTAL -------------- DIST. COUNTY ROUTE TOTAL PROJECT NO. SHEETS �0 QvFESSi�Nq� Ld outlets, Daylight as wby Engineer REGISTERED ENGINEER — CIVIL Toe of slope 30 —o -- limits of geocomposite drain No - End of f approach slab . P. 11 I 3" Plastic pipe ( Slotted ) IIII I1 _L at normal end Geocomposite i, y oY A�� IIII W.I. Wall I drain 3 Plastic pipe II g (Slotted) PLANS APPROVAL DATE II I The State of California or its officers or agents II Cap II = shall not be responsible for the accuracy or end II �' II II Cap end completeness of electronic copies of this plan sheet. II II Geocomposite drain II Geocomposite II I drain p II 3" Plastic i e II � p. II II ,C: (Unslotted II II ° II Structure II _0 Retaining Wall II approach II 4- Drainage pad plastic pipe II I O P p p II 11 ) j ------- e Details" See "Drainage g II II II 3" Plastic pipe I I II II See "Drainage Details" ( Slotted ) IIII . . RETAINING WALL WINGWALL. III RetainingWall Outlets, Daylight as IIII SEC11ONG_G directed by Engineer „ ,_ „ 1 /4 1 , a � J A ii � V-011 For pipe layout at staggered end, see "Detail B.$$ /4 TYPICAL PLAN Geocomposite drain Geocomposite drain 1 10' w w 3" Plastici e b. Filter fabric Filter fabric p p (Slotted) 11 C) c► ii . C D �► a w l 3 Plastic pipe h r p 3" Plastic pipe II -- b (Slotted) r- d (Slotted) ° 4 Top of abutment or TPB TPB retainin Wall footing 1� g g II a p D D II Drainage pad w II (Minor concrete ) Geocomposite drain II " Plastic pipe 4ii (Unslotted) lI ii 3 Plastic pipe (Slotted) at staggered end °I I I II WITHE0011NG II I I 11DRAINAGE DETAILS DETAIL B 1 1 /2 ii � 1 i_0 ii No Scale Bend reinforcing 2 — 6 x ' to avoid pipes " Plastic pipe Optional construction (Unslotted) . e ii r ii joint, see Section H—H 1�pgi jog 2i��ii Finished grade Optional Wall const. J*olnt —i reinforcing Top of footing Outlets, Daylight as Top of footing directed by Engineer Edge of footing Wall footing .... -SECTION 1 /2 ___. 1 i_01$ Note: Bends and junction: ., ,`T' Y 3 ' o . SECTION H-H_ plastic pipe are 30 radius min. 1 " -= 1 '-0" ; ;• x KANAAN ®. , 0 8711741D,AM MAWING STATE OF BRIDGE NO. DESIGN BY M. TRAFFALIS CHECKED E. THORKILDSEN APPRQVA RECOMMENDED BY LEWIS AVENUE BRIDGE FILE NO. w17UDIVISION OF STRUCTURES _74.1 N 1A DESIGN DETAILS BY R. YEE CHECKED E. THORKILDSEN i r ,� STRUCTURE DESIGN POST MILE DATE8/92 DESIGN SUPERVISQR Toff' TRANS ORTATION STRUCTURE ADRAINAr*=*E D�AIL� SUBMITTED BY M. HA DEPARTEN DS OSD 2147A ( CADD 7/97 ) ORIGINAL SCALE IN INCHES I I I I I I CU DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS C 1 2 3 EA EARLIER REVISION DATES S19 S20 ... .......... ... 4 0 0 5 uu Lu Guu Lu ui LE LLJ LJ LLJ jiG 11 3 4 2 417- 11 1 1 0 u� 71- LL m Lu Lu Lu -L Lu -L uj SUGGESTED S �� (� UENCE OF CONSTRUCTION O1 P17- INSTALL PILES 8 O2 INSTALL FOOTING 7 � " O3 INSTALL ANCHOR BLOCK 6 (�4) LAYOUT OF TRUSS FIELD FABRICATION 5 CONNECT TRUSS O6 ERECT FIRST TRUSS ERECT SECOND TRUSS 8 INSTALL CROSS MEMBERS 00 00 0 00 00 09 INSTALL FLOOR 131-AMS 10 INSTALL REINFORCEMENT & CONCRETE DECK 9 11 INSTALL BACKWALL DESIGN BY: M. KANA4N CHECKED: C. DREESZEN/J. WJI6GLC0 DES GN ACTOR LIVE LOADING: gN�� PERIA TAND DESIGNALTERNATIVE BRIDGE NO. PREPARED FOR THE LEWIS AVENUE BRIDGE DETAILS BY: N. JARRELL CHECKED: M. KANA4N LAYOUT BY: N. JAftRELL CHECKED: J. MANISCALCO CITY OF ATASCADERO POST MILE QUANTITIES BY: M. KANA4N CHECKED: J �,�gNISCALCO SPECIFICATIONS BY: M. KANPAN CHECKED: J �,�gNISCALCO SEQUENCE OF CONSTRUCTION ORIGINAL SCALE IN INCHESI I I DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONL SHEEP OF FOR REDUCED PUNS 0 1 2 3 EARLIER REVISION DATES 520 520 w<,.m 4 w..... ,.,.. +2v,..m.. .. m ..,. -r+3r. m.. .,5, vh" "i rn 1c^r'F : }.,,.. . r, „r.. 3 n n , n.,. t. x.. .. . ....,. , ..:..., Y ', ,,.. ,v n•,^.. _ t w. ww Y; a, m ;� _ w. ,,. r_ a �w k ., nr , y ,, �,. +: .,.ry r ...,.. �y� -v-.. Rs. .. ,,.rv. . 4 v ,.. 1, , � „ -:+: ,,,. %.*`+ :,.i:A.p m. ,v 4 WO 'rA... /. r ....:.. x' .,. , „h .,_" r.,,.. 1... .. ,- ;. .. ,. v. K � ,. t +rt.. :d 1. .. ,,..x d �.., i <r _ Vin,,, � w. rr .. ,,: x, r *� �a a. f s "� .. .r... ,-:. r<. ..,,, , :.,.. ,..,... ,. ,,,,,. rv,i... ,. ..... ,� ,-,..... ..,, ,..,'- ., :..,...... ". ,.. ,rc, �. n-,r ^.;.�... 'v... `ry 1v .�,a� -.k f "F.. .. ar /a..,... 1..,. „ ,. :..: � :, ,.,....E. ... ...rw,'1. ... ,r.. .a'4...3.. ,+ v ,. "ti ..: .. � n. "k ..,. !. �. .a , _�= �'.�,.,.. l : v' .,.. ', , ,:.. m.,. . . , t, a. vw.. , r v., ,k ,,.. v. ...,'., ,v. lrn.... . WA+� h fr i-, �... Y', C ..,.,P .:. ,,...: ... a.„. .,.r,.rv. .,.,... �'r`,.....kh �. ,.,. s. x, ,,.„..... ,...., .. '�". 3u..&, .:."�.. ,..,. ,. .kw. ',: :.. ,, �n. ..�'#r:;n�, ,r.. ...�?., ... ,. .. ,.... ,..,, , : t.. ,., , .:, ,. ... ,,.... ,.., it ;.. r,. ., ,.I, .a `s ... .., �,:':. w , ,. .k.,r. .ir +, , ;fir , , 4 "_. ur , a k k �. . 4r , '',.,� w :., � i �,., � .. ,. ��, x, «. r, .. .. ..,> w t, „< ..:.:, ::, .,r •,:.,;3 L , -..,,, 'Fml.,,.>4,:: r - ,,.'�"� m.>:°a. a.,'+ ...e :;w.+a:,k.,. »a, DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS _ - 05 SLO S18 S18 5 y G7 N Cn E F CJ � p :1 ESSI©NqC 0 W E a E RE STERE EOTECNNICAL ENGINEER C SHALL cn E c E U rr, U W � U V) 441 Cr r1i f' �� � Q --- � No. GE 2158 70 DATE Exp. 12/31/05 LL] v w � `s�q �F0 TECHN\r Q0 < -- EARTH SYSTEMS PACIFIC r� of C����°� 4378 Santa Fe Road C� -M 4_j � b - __ W ----------- At San Luis Obispo, CA 93401 uolj000� (n Q0 Q � � The State of California or its officers or agents z N m 00 shad not be responsible for the accuracy or Q Q __j m 14+16.13 ESB completeness of electronic copies of this plan sheet. 1-- Ln 0 � 0 B-2 ELEV 859.85 8 Inches z 12+00 " 13+ 0 L LINE 14+00 15+00 8 inches----j- o S61025'51E r 12+52.60 BB LEWISU ROCK CLASSIFICATION SYSTEM �° ELEV 860.000 LC) a «g88$se N t7 N - w-. E COO a 0- °' ' r-, r'- 0 1, Sedimentary Metamorphic 11eoU5 > ' , (14 �' to -0 cn � � � Gi � � � q cu <C � � Rock Rock Rock © � CONSISTENCY CSSIFICATION SFOR ROCK APPROXIMATE�' PROFILE APPRCX MATE SCALE ol= Rt�CI� HARDNESS OE CREED CENTERLINE Approximate Hardness Unconfined < CHANNEL PROFILE Compressive Term Designation Field Identification Strength OE BRIDGE g �- F] LAN Extreme) Soft RO Can be indented with difficult b thumbnail. <100 psi � 99 9 y Y y < SCALE: 1 = 2 0 May be moldable or friable with finger (0.7 MPa) W pressure. ¢r o Very Soft R 1 Crumbles under firm blows with point of a 100 -- 1000 psi r� geology pick. Can be peeled by a pocket knife. (0.7 -- 6.9 MPa) Scratched with fingernail. w 1 13+00 14+00 B--1 Soft R2 Can be peeled by a pocket knife with difficulty. 1000 -- 4000 psi 880 Surface Elevation Cannot be scratched with fingernail, Shallow (6.9 -- 28 MPG) 8 inches @ 0.0' Asphalt Concrete over Aggregate indentation made by firm blow of geology pick. B-.2 Base: brown, lase, mist (Fill) Medium Hard R3 Can be scratched or picked b knife or ick. 4000 -- 8000 psi Surface Elevatio @ -1.0' CLAYEY SAND WITH GRAVEL: dark P y P 856.0'± brown, medium dense, moist (Alluvium) s Specimen can be fractured with a Single firm (28 - 55 MPG) 855 8 inches _ 820 18 12in 4 100.9 �,c� @ 0.o SANDY LEAN CLAY. brawn, stiff, C-L�- blow of a hammer/geology pick. moist, trace gravel to 1.0" diameter Hard R4 Can be scratched with knife or ick only with 8000 - 16 000 psi (Alluvium) p y difficulty. Several hard hammer blows required (55 - 110 MPG) 34 12in 2.4 103.1 8.2 850 815 to fracture specimen. 25 12in 2.4 102.0 10.9 s Very Hard R5 Cannot be scratched with knife or sharp pick. > 16,000 psi Specimen requireds many blows Of hammer to (110 MPG) fracture or chip. Hammer rebounds after impact. 58 12in 2.4 111 .7 9.7 33 12in 1 .5 . w w 845 @ -11.0' dark yellow brown, very stiff @ -45.5' SILTY GRAVEL WITH SAND: dor ` \ 810 @ -15;0' SHALE, light brown, very 92 Bin 1 •5 w w z n Z U w brown, dense, wet, gravel to 1.0 d� eter, pie soft, slightly most, moderately to Z m < 3 ,, medium coarse sand \�\�� highly weathered (Monterey formation) O m � 0 0 (D . SCALE OF RELATIVE ROCK WEATHERING w 0 a. zr7 o OLX 0 w 0- >_ w >_ �- ' �' """" 56 12in 2.4 108.1 7.5 21 12in 1.5 ` Term Field Identification Z 2 � 0 � �,, � 2 w @ -15.0 SILTY SAND: dark brown, _ N a v, m < m -, w ci 840 dense, moist, iron oxide staining ��: @ -51.0' SILTY CLAYEY S D WITH GRAVEL: 805 ---- @ - 20.0 dark gray, soft, slightly 50 Sin 11.5 - Fresh Crystals are bright. Discontinuities may show some minor surface „ Y g Y Is N NI ; �.... dark brown, dense, wet gravel to 1.0 weathered, fractured zls � � � �_ diameter � ,,a �___� �� staining, No discoloration In rock fabric. ,�. @ -20.o wet Slightly Weathered Rock mass is generally fresh. Discontinuities are stained and may w 10 12in 2.4 �`. .�_;. 88.9 31.2 GWS 20.0 @ -54.0 SI GRAVEL: dark gray, medium 21 12in 1 .5 `� `� 835 @ -21.0' SANDY SILT: dark brown, \`�:` 10-06-04 dense, w , trace sand, interbedded with ����` ®{ ----T 50 5in 1 .5 contain clay. Some discoloration In rock fabric. Decomposition extends ..,...I � 0 X s �. son eon clay lenses ��� � w � w medium stiff, wet Fn up to 1 inch (25.4 mm) into rock. U9 Z ' 0 w < ' `� '' \�. r• Moderately Weathered Rock mass is decomposed 50% or less. Significant portions of rock W w � � Q � � � � s � o � �; �`� �� ,�� w c� _j z w U 0 on Q D 0 18 12in 1 .5 :��`� 6 12in 1 .5 ��,4,\ show discoloration and weathering effects. Crystals are dull and show 795 8 � � @ -61.0' loose _ ���, @ -30.0' medium hard, wet - �� lin 1.5 GWS 30.0' visible chemical alteration. Discontinuities are stained and may contain \� I I I I I C7 830 ���� \� �. _7 �� I I / @ �--27.Q SILTY GRAVEL WITH SAND: dark ` �,`�°� 10-05-04 @ -31.5 End of Boring due to secondary mineral deposits. gray, loose, wet, gravel to 0.5 diameter, o o Refusal 10-05-04 v coarse sand ° A� ` � Predominantly Decomposed Rack mass is decomposed 50% or less. Rock can be excavated with W o L @ -30.0' WELL GRADED SAND WITH SILTY 7/1 1.5` @ -64.5 SHALE: dark gray, medium hard, _50 tin 1.5 �' u „ .� wet, moderately weathered (Monterey - geologist's pick. All discontinuities exhibit secondary mineralization. LL >- Z $ CLAY: gray, loose, wet, trace gravel to 0.5 �: - O < �- Complete discoloration of rock fabric. Surface core is friable and usually diameter formation V) U ;`\ @ -67.5' End of Boring due to pitted due to washing out of highly altered minerals b drilling water ca n v ` ��� g 10---06-04 P g g y g f f- .� �: Refusal W cr <c -� `� << -' �� o �..�,. Decomposed Rock mass is completely decomposed. Original rock fabric may be d c� un in U cn C) cn cn v- 4-J 23 Tin 1 .5' W °`` o -0 820 @ --36.0' POORLY GRADED SAND WITH SILTY _ evident. May be reduced to soil with hand pressure. J = : ., .:: ;` 0 CLAY: dark gray, medium dense, wet, coarse � S.- grained 0 � , 14 12in 1.5 SCALE OF RELATIVE ROCK WEATHERING .- 815 - Spacing Joint Spacing Terms Bedding/Foliation Spacing Terms O >, ® a a � < `f' Q) _ 0 � o PROFILE Less than -2 in. (5.1 cm) Ver clase Very thin (laminated) -° ' > > > _- Thin o 0 HORIZ . S 1 " = 20 VERT. SCALE: N 2 in. -- 1 ft. (5.1 - 30o mm) Close Cn 4_j V3 �, 810 1 - 3 ft. (300 mm - 0.9 m) Moderately close Medium E © 12+00 13+00 14+00 15+00 3 -- 10 ft. (0.9 3 m) Wide Thick 0 a� More than 10 ft. (3 m) Ver wide Very thick (massive) (L -'-o © J d o > , `� > ° BRIDGE NO n � --,:, E I E E N O. S L-- 1 41 3 -S A d 4378 Santa Fe Road LEWISAVENUE BRIDGE 0 ° �-., �, �' v Q Earth Systems F INVESTIGATION CI' San Luis Obispo, CA 93401-8116 ° � a7 '� �' .� DRAWN BY ROCHELLE WAGNER FIELD INVES GA ON BY O ' I I I o r'' w ' (805) 544-3276 • FAX (806} 544-1786 KM POST TEST © o I_ cv n o d E-mail: esc a earthsys.com LOGI I n m Z �, CHECKED BY DENNIS SHALLENL ERGER JUDD KING, Staff Engineer ORIGINAL SCALE IS IN FEET CU DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 20 40 60 EA EARLIER REVISION DATES 11/29/Q5 S18 S18 LEWIS AVENUE BRIDGE-112905 log of test borings.dwg VNOSCAPtg44C POINT OF CONNECTION KEIrN 4,1C n� AVAILABLE PRESSURE: 112 PSI MAXIMUM DEMAND: 7.3 GPM MAINLINE& LATERAL LINE LAYOUT IS DIAGRAMMATIC. � j"K�VC� PROVIDED BY: GLENN SMALL,ATASCADERO MUTUAL WATER COMPANY REFER TO ENGINEERING PLANS FOR LOCATION OF St9 n�' DEC 14, 2004/($05)461-7217 PIPING UNDER SIDEWALKS, STREET AND BRIDGE. 41 10/31/06 . 'IT" T4 TE OFCa4� THE INCLUDED DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL I d BE COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT ` FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT .__._,_...w -_.,.--._•----- r s -. THE # WRITTEN CONSENT O RRM DESIGN GROUP VISUAL CONTACT THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CON CLUSIV E EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.SUBMITTAL OFi -. _. _____ s THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAVIER OF RRM DESIGN GROUP'S RIGHTS. # j I ## 4 ? ( j # ± j ` t RRM DESIGN GROUP COPYRIGHT 2002 , } + � vew� � �� �� s r�. .w�► � wwmw► .rprrarm ;,'r:'„^, ! i � t j t i £ � �-- i s i i i I _. _,.l_.{" __.5`r I_.r__V/" ; , M f' _+ "_._ j t r l_ s:`} I_._ ..2C. :,_) T ''r r>t I I �- � , �, ,. r _... . _ _._.__._... ._____--_._.__..___. _______,_, .__._____...__ ___..,..._ . ,_.___,__.,___ __ » . . ._ ,. __ _ _.�.,M_..__ .� ._ , - _ _ _ _�. , , CaliforniaCorporation I a L_._.1 � , � , , , , , .� 3 , ,�; _ _...._., ._.__.. _._.. ..,__,.__..__.._._..___ _. ___,_... ,..,__, .-_..-.,...______._____.__._______________________, .._.,_.,,._,__.___�__.___...__,__._._____,...____,..,__.._,_»,. ._ ____ _..» �, f,, RRM Is a Cal rfo n is Co p - s� ,.,.,_. .....�_f r ` r s ) 4 kt F f F 3 x { � t c 3 `' i f ,,� t L 3 t ; f � !at E } , :. t r • ( 2 l l .. r _.____,______.___._._._ _ ..___...__-_,_._ ___..__.__, _._...__ _._-__. ,__.___--...___..____.,_ ,_._____..._____.____.,_ _._----- ----------- 2 I 4 t IK VERIFY FINAL LOCATION OF EQUIPMENT A- 1 j W/CITYENGINEER PRIOR TO l I COMMENCING WORK. » 4 Ai f ■ `a�r',i,u,e6.uAn �,3mE�1hc2"u w �tzl�"� s�`ktt"? ia€.YSd ,r» �wY{&[ n �,b. a' + d€ W,x+. <.a u+.Ti>%' »d1,1 '3£v'�h? , �3q .. �;f 6� a� "' , at..' P .�xi I » 1 z ?3 } $ } I 4 4I k _.__-..,...,_,._._. $ i j f__._._._ ---__ 1 r{ . ai •-- _..- F_ j i # 4 i i 1 , � _r._-d...�. �, .{»,, f t_" (� j ��s M1: 4 t } S I s r � d 6 �---j {.._} $-}•_�t__y_ 3. a ... _ • q F _ f k l 3 i a r k L_._______,-_..__,-._..;<.,...._._._,_,.,_.._.„._,...__..,....I.,,_.....,.._._,_....,._..,..,._....,...._.a_.,__._,_..._....__,_..._,....._.1...•.._.__..,_....._._._,_.._..___..>._....,_.__._._._.._.�_..._j_. I � } ` i t t } i ; OCt s f S ! s i 0 CLJ LL Mcp 0 vs A IRRIG'ATION LEGEND M SYMBOL MANUF. MODEL NO. DESCRIPTION NOZZLE RAD. G.P.M. P.S.I. REMARKS/ DETAIL .SPRAYS (Kl RAINBIRD 1/2"SCH 80 RISER, LENGTH AS REQUIRED I SPRAY ON FIXED RISER 6 VAN 6' VARIES 30 SEE DETAIL F,SHEET L1.2 VALVES IRRIGATIONNRAINBIRD PEB SERIES REMOTE CONTROL VALVE SIZE PER PLAN.SEE DETAIL A SHEET 1-1.2 U 4WILKINS 500 PRESSURE REGULATING VALVE LINE SIZE. SEE DETAIL E,SHEET 1-1.2 1. SEE SPECIAL&STANDARD SPECIFICATIONS FOR INSTRUCTIONS,APPLICATION, 12. CONTRACTOR SHALL COORDINATE WITH ENGINEER TO DETERMINE PROCEDURES AND OTHER INFORMATION ON THE INSTALLATION OF THE IRRIGATION APPROPRIATE METHOD OF RUNNING IRRIGATION PIPES UNDER STREET, KBI BTU SERIES TRUE UNION BALL VALVE LINE SIZE.SEE DETAIL D,SHEET 1-1.2 cu SYSTEM. SIDEWALK AND ACROSS BRIDGE. NO PIPE SHALL BE VISIBLE FROM PUBILC �QN BROOKS 14 x 19 CONCRETE VALVE BOX INSTALL FLUSH WITH FINISHED SURFACE 2. IRRIGATION PLAN IS DIAGRAMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED AREAS. L J W/STEEL LOCKABLE COVER AT THE TIME OF INSTALLATION. MAINLINE AND LATERALS SHALL BE PLACED IN THE 13. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. Q 4 SAME TRENCH WHEN POSSIBLE. LEAVE A 24"COIL OF EXCESS WIRE AT EACH SPLICE. LABEL ALL WIRES W/ Q N WATERPROOF MARKERS AT ALL SPLICES AND VALVE MANIFOLDS. ;,r 3. ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING,TO COMPLETE THE 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL BACKFLOW DEVICE cu WORK,SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. APPEARING ON PLAN. TDETAIL J,SHEET L1.2 WILKINS 975 XL 3/4 REDUCED PRESSURE BACKFLOW DEVICE S " -s- CIS, 4. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR 15. ALL EXISTING UTILITIES,WATER LINES AND FIRE HYDRANTS SHALL REMAIN 3-- 1`1 SPECIFICATIONS. CONNECTED CONTRACT AND IN FULL CONTINUOUS OPERATION DURING AND FOLLOWING ALL MAIN LINE/ LATERALS & SLEEVES 5. TRENCH BACKFILL MATERIAL SHALL BE FREE OF ROCKS,GLASS,AND OTHER 16. POTABLE WATER DISTRIBUTION SHALL BE NORMAL"WHITE"PVC PIPE. EXTRANEOUS MATERIALS. BACKFILL WILL BE COMPACTED TO 90%MAXIMUM DRY -�'*' •-°�' °�°' 2"SCH.40 PVC MAIN LINE SEE DETAIL t,SHEET 1-1.2 1 DENSITY. 17. CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO THE IRRIGATION CLASS 200 PVC LATERAL LINE SEE DETAIL I,SHEET L1,2 0 6. IRRIGATION DESIGN IS BASED ON A MINIMUM OF 80 PSI STATIC WATER PRESSURE AFTER SYSTEM FOLLOWING A PRECIPITATION TEST PER THE CITY OF ATASCADERO.ADJUSTMENTS SHALL INCLUDE BUT WILL NOT BE LIMITED TO: HEAD RELOCATION, THE BACKFLOW DEVICE. IF WATER PRESSURE IS LESS,CONTRACTOR IS TO CALL THE ' LANDSCAPE ARCHITECT BEFORE COMMENCING WITH THE WORK. CHANGING NOZZLES,AND ADJUSTING ARC PATTERNS TO ATTAIN 65%EFFICIENT CONTROLLERS o UNIFORMITY AS REQUIRED BY THE CITY. ry 7. ALL VALVE CONTROL WIRE SHALL BE AWG 14 TYPE UF,600 VOLT TEST,DIRECT BURIAL. 18. CONTRACTOR SHALL NOT INSTALL ANY PLANTING UNTIL THE FOLLOWING ARE 2 RAINBIRD TBOS2CMUS BATTERY OPERATED 2-STATION ° COMPLETED: 1.THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. 2. CONTROL MODULE QQ 8. CONNECT ALL DIRECT BURIAL WIRES USING 3M'S"DBY-DIRECT BURIAL SPLICE KIT" m HYDROSTATIC PRESSURE TESTS SHALL BE PERFORMED ON MAIN AND LATERAL No. REVISION DATE Q. LINES. 3.ALL ZONES 9. CONTRACTOR SHALL PROVIDE#10 COMMON WIRE TO ALL REMOTE CONTROL BE FULLY OPERATIONAL SHALL PASS A COVERAGE TEST. 4. CONTROLLERS SHALL VALVE KEY VALVES. ' 10. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS AND SITE CONDITIONS CONTROLLER STATION NUMBER PRIOR TO BEGINNING WORK. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS,THE CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE GALLONS PER MINUTE PROJECT MANAGER ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION. VALVE SIZE Tony Keith 11. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS,GRADE DRAWN BY CHECKED BY DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT MM LM HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE DATE c ARCHITECT, IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED,THE March 14, 2006 CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS CAD FILE NECESSARY AT NO EXPENSE TO THE CITY OF ATASCADERO. 1404508-IP.dwg 0 � n�^���C SCALE ��L E J4B NUMBER V I'�t'� s7 1404508 20 10 5 0 10 30 C) SHEET SCALE: 1"= 10' ■ , a .. �oVOADSCA p fq�p DIAX.NAR, zf<7 MAX.MAIN. 7 LEQEhI NOTES: 1 DECORATIVE URN, DRILL BOTTOM TO ACCEPT ��� KEI TINT 1® A. PIPE BEDDING AND BACKFILL SHALL PVC DRAIN PIPE. 1 WATER JET BEDDING AND BACKFILL 0 BE WATER JETTED TO ACHIEVE PROPER FOR PIPELINE INSTALLATION. TYPICAL DENSIFICATION. 2 SPRAY NOZZLE � G�✓ �t re� _ _ FOR ALL NATURAL EARTH BACKFILL. : ( ( I I 1-0 I worfalm -{ ( I=III I ( I ,I o W B. PIPE AND CONTROL WIRE CROSSING • i 1/2" SCH $D PVC NIPPLE TxT 1 RAINBIRD TBOS CONTRtX. MODULE 4x 10 6 --- ' M!:9 J 2 POSITION CONTROL WIRES IN LOWER VECHICULAR ROADWAY SHALL BE SLEEVED u, 3 1 II I LENGTH AS REQUIRED) N. o (_ �o I I= �� LEFT OR RIGHT HAND QUADRANT AS INDICATED. 3 (LENGTH \ ( — \ \\ OF MAINLINE. TAPE WIRE AT 10 C. ELECTRICAL SLEEVE: 3" MIN; LARGER 4 1/2 SCH 80 PVC COUPLING TxT C,234C WATERPROOF CONNECTION, TVP. C14 -_— /\�/// / • //// / I • INTERVALS- DO NOT SECURE TO 0 a S —{ I \�//\%///{ { {= MAINUNE. IF REQUIRED BY INSPECTOR. 13 RAINBIRD TBOS SOLENOID, TYP. r'�rE 01'Ca�- _ Q Q \i\ \\ I 4 d D. IRRIGATION SLEEVE: TWO PIPE SIZES17 �5 KING BROS. FR-506 6 FLEX RISER MATCH TYPE AND GRADE OF LARGER THAN WATER PIPE SIZE. 4THE INCLUDED SPECIFICATIONS,IDEAS,DESIGNS AND � 4 REMOTE CONTROL VALVE, T i ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN EXISTING PAVING �.."J PAVEMENT PER ENGINEERING PLANS THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL 15 12 �� /a 5 RAINBIRD TBOS RAIN SHUT-OFF DEVICE BE COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WITH _ — \ i J 1 le SCH 80 PVC FEMALE ADAPTER TXT ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT 4 THE WRITTEN CONSENT OF FIRM DESIGN GROUP.VISUAL CONTACT WITH 2 SACK SLURRY BACKFILL 9 9 9 THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE ! - ! 5 a PVC LATERAL 12 DEEP RED RED /�e O 2 HIES DOCUMENTS FOR PUBLIC AGENCY REVIEW SHA NOT I \ J ) MAINUNE AND CONTROL WIRES, EACH 6 » BE CONSIDERED WAVIER OF RRM DESIGN GROUPS RIGHTS. 8 8 `�,,/ IN SCH. 40 P.V.C. SLEEVE 7 1/2 SCH 80 PVC FEMALE BLACK BLACK RRM DESIGN GROUP COPYRIGHT 2002 MAINLINE COMBINED �-- MAINUNE WITH •- �",J ADAPTER TXT RED— RED WITH LATERAL UNE CONTROL WIRE 6 EXISTING PAVING 16 : ' RRM is a California Corporation 0 DRAIN 10 THREADED SUP COUPLER, SIZE BLACK BLACK MAX. 2.5X 2X .-SLOPE TO $ PER LATERAL 3 fi IA. SLEEVE- 3 TRACER TAPE „ ('�� 11 3 DIA. SOLID DRAIN PIPE FOR URN % SAND BED DRAINAGE. SEE CIVIL PLANS FOR DRAIN /� �, LOCATION, SILICONE SEAL ALL GAPS 4 SAND COVER BETWEEN PIPE AND URN. 10 LATERAL LINE 12 3" DIA. PLASTIC DRAIN GRATE. �) .' 13 3" LAYER OF WASHED PEA GRAVEL 5 { A .° I {=III= LOCATE DRAIN AS NOTED i—� I{ • . =I 14 FINISH SURFACE PER ENGINEERING PLANS BLACK c L- : III -- ON STRUCTURAL PLANS. BROWN z -.: . .{ {—{ ( SOIL SEPARATOR FABRIC, WRAP UP 4 10 LATERAL UNE "�. _ 9 15 ALL SIDES OF POT AND ADHERE 5 c� -{ { • TO POT NTH SILICONE ADHESIVE ' S SDAYUGHT DRAIN PIPE AT CURB $ - COORDINATE WITH ENGINEER , l • MAINUNE WITH CONTROL WIRE BELOW EXISTING PAVING TRENCHING DECORATIVE URN aPLANTER MIX, SEE SPECIFICATIONS BATTERY OPERATED CONTOLLER WIRING DIAGRAM ....r. SCALE: NTS SCALE: NTS c SCALE: NTS SUP BASE SOCKET OVER END OF WIRES �.:./ RAINBIRD TBOS CONTROL MODULE FINISH GRADE r STEP 1 2 INFRARED CONNECTION FOR 7 WATERPROOF CONNECTION (1 OF 3) 30-INCH LINEAR LENGTH OF PROGRAM CONTROL v WIRE,COILED 8 RAINBIRD TBOS FIELD TRANSMITTER STRIP WIRES APPROX. 5/8" FROM ENDS -- WATER PROOF CONNECTION(1 OF 2) RAINBIRD TBOS SOLENOID " CL TWIST TOGETHER 9 UNIFORM GRADED MEDIUM SAND, 35 TO "° q !D TAG � REMOTE CONTROL VALVE 60 MESH SIZE APPLY SEALER TO OUTSIDE OF SEALING PLUGT VALVE BOX WITH COVER 10 RAINBIRD TBOS RAIN SHUT-OFF DEVICE VALVE BOX $ • FILL CAVITY WITH SEALER FINISH GRADE/TOP OF MULCH El 112 _��� — --REMOTE CONTROL VALVE • ` 6 br I PVC SCH 80 NIPPLE. SIZE PER ®AUJI � �/ o PUT CRIMP SLEEVE OVER WIRE ENDS _ CRIMP SLEEVE (-- I PLAN. LENGTH AS REQUIRED. ® 1 2 3 4 5 6 I~ AND CUT OFF EXCESS WIRE I (_1 _ o ,�,, Sit 4 PV ELL FITTING ---SCH 0 G T PULL BASE SOCKET OVER END AS FAR AS POSSIBLE T=1 3"MIN.DEPTH OF 3/4" WASHED CRUSHED SEP 3 //11 � / //it �/! //11 �/II �//!! /j AGGREGATE BASE.ONE(1)CUBIC FT.MIN. p 15 PVC SCH 80 NIPPLE. SIZE PER 9 PLAN. LENGTH AS REQUIRED. 10 i°"'*Am _ PUSH SEALING PLUG INTO BASE SOCKET r BRICK(1 OF 4) QC,2340 ... is T PUSH WIRES TO END OF BASE SOCKET TO PVC MAINUNE PIPE V ASSURE COMPLETE SEALING OF CONNECTION --SCH 80 NIPPLE(2-INCH LENGTH, HIDDEN)AND SCH 40 ELL O Cha �0, �Q0 PVC SCH 40 TEE OR ELL 00 0 O00 o DO U 00 0 RAINBIRD SNAP--TITE WIRE CONNECTOR NOTE: PVC SCH 40 MALE ADAPTER 7 OR APPROVED EQUAL PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. PVC LATERAL PIPE NOTUSED WIRE CONNECTIONS *"-NOW E PRESSURE REGULATING VALVE BATTERY OPERATED CONTROLLER SCALE: NTS I-I SCALE: NTS SCALE: NTS SCALE: NTS cn CCS 1" IN LAWN AREAS LEGEND W 3" IN PLANTING BEDS 1 VALVE BOX & 0 w 5 13 1 1 BACKFLOW PREVENTOR ASSEMBLY 1 13 6 $ 7 LOCKING COVER. SEE SPECS. © 2 2 BRASS NIPPLE - TYPICAL (4) PLACES 9 TO SPRINKLER-ANGLE PIPE TO � 7 ° SPECIFIED DEPTH WITH 45 ELLS t� CCS � 3 3 BRASS 90 ELL �- TYPICAL (2) PLACES __ ___ r ______ SCH 40 PVC MALE ADAPTOR 4 4 BRASS NIPPLE 1 fi 1 METER SI OX FOR 12" 00 N _ ' ('5 H FINISH GRADE �..:J SCH 80 PVC UNION _ - �:,.J BRASS WYE STRAINER WITH 20 MES _________--- STAINLESS STEEL SCREEN. METER BOX. i SCH 80 PVC NIPPLE 10 O 12 THICK x 12 WIDE CONCRETE PAD �1 �v 12 - 6 (LENGTH VARIES PER MANUFACTURER " F---FLOW '""' 14 4 V_ ) $ 3 PIPE PRESSURE MAINLINE fi WATERPROOF WIRE CONNECTORS to SLOPE TO DRAIN AT MINIMUM 2% o � � Q.� - F.G. • a o 0 0 0 0 $n 4 7 BRASS UNION-IVP. USE SCHEDULE 40, 2 OR a, . 7 7 GREATER USE CLASS 315. o do _ _ 2 PLACES SEE PLAN FOR SIZES. i 1 7 FINISH GRADE AI EXPANSION LOOP �I� 4W 3 4 COMMON BRICK ONE AT 8 PIG TAIL SI 4 � � -�i i-�i�i i� g SLEEVE THRU CONCRETE, TYPICAL � " N " :,iEiOi�i ii-��r- _���_�I�� o °° 4 EACH CORNER 1'OR SUPPORT. (MINIMUM 24 LONG) 9 BRASS NIPPLE - TYPICAL (2) PLACES ONE (1) C.F. CRUSHED ROCK (� a vA� 10 BRASS 90 ELL - TYPICAL (2) PLACES 3 '°�tia ° �° _ UNDER VALVE. `:.J ELECTRIC REMOTE CONTROL VALVE NO. REVISION DATE E 10 �° O GREEN COVER WITH PENT 2 3 4 5 10 12 11 1/3 CU YD CONCRETE THRUST 5 LOCK. SET FLUSH WITH �' f \:: 10 3/4" WASHED CRUSHED 11 BLOCKS - TYPICAL (2) PLACES ° FINISH GRADE. A COTE:_ C.F. i 2 90% COMPACTION REQUIRED a ° SCHEDULE 40 PVC MALE ADAPTER. 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR 11 CONTROL & COMMON WIRES i 3 BACKFLOW PREVENTOR HARDSCAPING. 12 PRESSURE SUPPLY UNE pion Keith CT AGER METAL ENCLOSURE P N 8 PVC BALL VALVE, SEE 2. INSTALL VALVES IN PLANTING BEDS WHEREVER POSSIBLE NEXT TO Y NOTE: PROVIDE TEFLON TAE 0 a, ���� PLAN F� SIZE AND TYPE. SIDEWALKS. DRAWN BY CHECKED BY 1. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY STRUCTURES ALL THREADED FITTINGS. 13 VALVE ID TAG OR HARDSCAPING. 3. PLACE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. LM TK 2. 4 PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX DATE c ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE (2) COATS OR RED PRIMER AND 14 COMMON CONCRETE BRICK March 14, 2006 A 5. ATTATCH "CHRISTY" VALVE IDENTIFICATION TAG WITH APPROPRIATE ' (1) COAT EXTERIOR ENAMEL COLOR AS SELECTED BY LANDSCAPE ARCHITECT. FOUR (4) PER VALVE BOX. 3. WHEN UNIT IS NEXT TO A STRUCTURE (ie. WALL, BUILDING, ETC.) MOUNT TEST COCKS CONTROLLER AND VALVE NUMBER, TO CONTROL WIRE. CAD FILE ON OPEN OR NON-STRUCTURE SIDE. 1404508-ID.dwg ti'• JOB NUMBER w F o BACKFLOW PREVENTER WITH ENCLOSURE NOT USED BALL VALVE REMOTE CONTROL VALVE 404508 SCALE: NTS SCALE: NTS SCALE: NTS A SCALE: NTS SHEET 50% CONSTRUCTION DOCUMENT SUBMITTAL FOR PLAN CHECK ONLY Ll 02 I I I .. I . � I I . . ---- ������������������������������������������������������I �� ---- -- - �������������������l ��������������������������������I . 11 �������������������������������������� - ���������������������� - - . I --�������������������---------------------------- ����������� I . I . ���������������������������������������� . I . . I I I 'l;)vl�.VJI)SCAPr 41q, +7 , . . AO SIV KE I T11 �� 11 Ci . NZ, . *,**# C, .A -* .t (A � I I I . ", I - V I I / / I/ / / / �' �-,z,,` i VV ; 1 1 � .11 I 1 I " I Is � I \ � -,-, ---, -- - - - / / � , ! ",-,� I � \ "�,�-,� ,\11 \% %,,, -\\, """ / ,� `� \ \' \ ,�,111.'\'\\`� ,� "'. 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I 11 i � � � I � ,,, , , " \ , \ \ \ I,\ \ I\ I - I- ----------......----, / . / 1�1 ,."-, \11 '\ -1 I I I 11/ ,/ / [ I 11� , , I \ 11 / I I I � � � � 1 \ \� Z ------ ---- -1- ---, " .11 ; -- / i I -1, � -,I, I\ � \ \ , � . � I ! , , , , /-1 I . � / � \ � i �, I f ; i I i / i I � " -- THE WRITTEN CONSENT OF RRM DESIGN GROUP,VISUAL CONTACT WITH C,\��D, \ I -7 " ., 11 i i I �111' ,�,,,,,,----, / , / ,,�� !, i I I, -,-"I / I " i ,", t I . t i i I . ---- ,Z / .11 �- I � ; � � ; "t i \ \ \ \ \ � - I 11 -_ \ 7 , i - - , I � I )'� % �� 1, � � -------- " .11 \ \ I,,,,, VV �.-1 I -,,-) , i i \ / / ...... � � I � \ I I -1-1-1-1---, , " / THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE i I ,-� 1"/ / 1 � , I, � � +--� % I � � / , \ " 11 \ \ �,I I -1-- EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.SUBMITTAL OF "111"), \ I � /I i /Z/1 , , \�--l'--..----.-,----.----"-----,.�-��,�--- � \ r- / - - -- - , i -,-,- - /------,--1-------- � 1,( �/'t -- '! 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TREES I �, I t 1= I -� �- :111:111 Acer palmaturn'Burgundy Lace' Red Japanese Maple 24"Box 4 See Detail A,This Sheet CU � Iiiii'llillillillilliilililliilllllllllllllllllllllllllllllliiiiiiiiiiiiiilli;IIIIIIIIIIIIIIIIIIIIII111111:111:111 I 0 ��11-----100 � (D �f- � > 0) (O C) (= Q) < 0� � lq� GROUND COVER MIX V- $I e" � ���...10-10.........::: . 0 %%f (6 N) Phormium tenax'Jack Spratf New Zealand Flax 1 Gal 12 See Detail A,This Sheet for Layout 0. X * 0 �� . & : 6 . 0 0 � I . �k I 0 0 #I Pot � I 0 Festuca glauca'Elijah Blue' Elijah Blue Fescue 4 48 See Detail A,This Sheet for Layout 00 2 ;� 1+ 0 � 0 1 -- ;�, �1 0 * PLANTING NOTES I I �&. 0 . 0 0 � -- - - 6- �5 Q0 1. Plant list is for convenience of contractor only. In case of discrepancies between the plans and the list, � NO. REVISION DATE . � plans shall prevail. I I ,�-b 1 2. Plant locations shown on the plans are diagramatic.Contractor shall locate all plant material under the direction .& of the City Engineer or authorized representative prior to planting hole excavation. I , :2- 4., (�) 3. The City Engineer or authorized representative reserves the right to make substitutions,additions,and deletions I I - -6 to the planting layout as work progresses. I PROJECT MANAGER lu 40 60"DIA. Tony Keith --I � DECORATIVE URN. 4. All groundcover shall be triangularly spaced unless otherwise noted. DRAWN BY �, SEE DETAIL F,SHEET 1-1.2. . 5. Contractor shall install a 3"layer of'Stringy Cedar Bark'mulch in all planting areas. Mm LM I -� I DATE & March 14, 2006 .:2- - -�. CAD FILE I� ,r3 . I � 1404508-PP.dwg � . � I 0) . -&1 I JOB NUMBER I IOZ DECOMTIVE URN-WPICAL PLANTING I I � I :: � 8) 0 A SCALE: NTS C) I . SHEET 6 � I . I I . .. . I I L201 I . I . �������������������l . -- ���������������������������, ���������������������������������������------------ 1 I - - 11111111111111111111111 ���������������m----- I �������� 1-1 I � ���������������� I . 1 � --- -- . ,.,. -,e-" , , "' , ""`­-`-,--", I " " I I - �� m I I � I t I /, i , , �� , I I , , - I -- ' ""' " , I � I ) I I I / / / I " ` / 1-1`11 1, f 1 =�� i 'hl "" ", 17 "'I"11 ""'111 �ol-),"I"'t � r , il��� I - ---- . I I- ���--" 1`-`11-14----`1 1 11, (;;. ,-,--)1t) I -ILI I I I T - i -11-�----`-i---1--` I 1---1 I I I -I--,----- ; 11 I -t----,-- --Jil"", !, *��1- � , " k " - t " ""'" I ` " " , I " ill, " , - ", , -, " - " �, I " 1`1 "I , � I 11 `-, 111, I I" il"! 1-1 � 1-1 11 I I" ��""", w" -, ,- � I , I , , , , , I , , ---�,------�-l-l'-�����---,-",--","-,�-��,�-,,-�,.�,�,.,"���"���7-�-"� ---"."�-,�-.���-�.,.�.I.�"I--.,-�.-�---,-.�-------..,--�--,-,-,.-.���-,-----,..-,---�,,�-��--.�-�?,�-..-----,�,7....�,-_--_,----11-111------,------,-��- � -.1-1-1-...---�,,���-----T�,-,-- 1.-.111" --'- ne 7�,7;-� q-I-.1---.11I----,--,---- ---n�----------�-�-�....zl,��111i-�-111-1� ,�,----,r��--�---�-�T-,---�-,�,�"'�--. . " I 11 .1 I . � ,�, ---- -I -11---...�,�,--�ll,�-�-1-1-1�"-.""""-�I------------1-1-1-.- ---1----,.----,," �,--.��.1111,11,�,-,-",��,�,,�.1-1�1--�--------��-�-11111-�.�,�.""",�,,�-111.1-11-�l----�-�--------��-,,-,,��,-------"----�....�-��----,�--,-�----�,,�,,,,��-�.-�-�-�--,-�----,,�-�-.�-�--.��l-----,--�-���-�I...-­�......�-----------�------­-,-'---------------------�---------� ---�,,------­- I -----1-1---1-------------�-�---------,��,.--�-��---�--���-�-�,-...�,�,�I----1----..........------��.-I-�1--�1-11,11-��l.-I"1-1-",.,-",�,��,��-1.1.�.-.--�-----�-.1--.��-.�--Izl-�---�-�.."-�,.----�.".-�--".�.,-...-,�---.-",-"-,-"-,-",.,-,--,--�,-,-�,,���-�-�,--------��---------.-.,---------- -1-11, ---, ---. , 100% LEGENDNOTE: INTERPRET IN CONTEXT GENERAL NOTES INTEGRAL PHOTOCELL LIGHT FIXTURES ABBREVIATIONS 1. CODE COMPLIANCE: All work shall conform to and be performed In accordance with I READING COVER. POLYCARBONATE O CEILING SURFACEMOUNT A AMPERE codes, standards, and ordinances as set forth by the authorities having jurisdiction ULTRAVIOLET RESISTANT SURFACE / PRECISION #ST--15 PHOTO IO WALL SURFACEMOUNT AF AMP FUSE RATING and their latest adopted editions (in effect at time of building permit application) of I I PLASTIC WINDOW I ELECTRIC CONTROL LOCATED ON METER PEDESTAL. (ORIENT - PENDANT MOUNT AFF ABOVE FINISH FLOOR the following publications: (a) California Code of Regulations Title 24; includes National WINDOW NORTH.) (TYPICAL) RECESSED DOWNLIGHT AFG ABOVE FINISH GRADE Electrical Code, Uniform Fire Code, Uniform Building Code, etc. with California and / I I LABEL PLATE "PEC BY-"PASS" RECESSED WALLWASH AIC AMPERES INTERRUPT CAPACITY other local amendments as applicable. (b) Americans with Disabilities Act (ADA) METER SOCKET I I (MOUNT ADJACENT LTNG. _ C� RECESSED FLUOR. AS AMP SWITCH RATING SERVICE SECTION WITH DEAD L___ CONTROLS) (TYPICAL) p 2. SAFETY., The Electrical Contractor is responsible to maintain all equipment in a safe FRONT PANEL WITH CONTINUOUS I �I SURFACE FLUOR. BFG BELOW FINISH GRADE and responsible manner. Keep dead front equipment in place while equipment is I STAINLESS STEEL PIANO HINGE FLUOR. STRIP UON CB CIRCUIT BREAKER ' energized. Conduct all construction operations In a safe manner for employees as �-- -- -- — --— — —' EQUIPMENT MOUNTED IN 920V --- �— INTERMATIC #TI73 DPST TIME SWITCH ' TRACK LIGHT CEC CA. ELECTRICAL CODE well as other workpersons or anyone visiting the job site. Provide barriers, flags, P 1 METER PEDESTAL CABINET lir __T: coo ( w MOUNT IN METER PEDESTAL ,,t CONTINUOUS STAINLESS --- - I 1z0V DIRECTIONAL FLOOD CKT CIRCUIT tape, etc. as required for safety. The Contractor shall hold all parties harmless of MAIN CIRCUIT BREAKER I STEEL PIANO HINGED DOORS (TYPICAL). coir CABINET). PROGRAM TO OWNERS I ( WITH PROVISIONS FOR I REQUESTED TIME SETTINGS, 42 EMERGENCY FIXTURE C CONDUIT negligent safety practices which may cause Injury to others on or near the fob site. I � PADLOCKS ( 2ov SPARE TIMED (TYPICAL). -{ - POLE LIGHT- DECORATIVE (E) EXISTING TO REMAIN PANEL "P1" EC ELECTRICAL CONTRACTOR 3. FUSING: All fusible safety disconnect switches shall be provided with dual-element 46" ICKT BREAKERS PER PANEL SCHEDULE I PADLOCK HASPS o DUSK-- STREET LIGHT time elay type fuses sized and rated per equipment manufacturers' DAWN EF-# EXHAUST FAN recommendations.® © Verify with equipment name late before installation. LATCH P1-1 BRIDGE LIGHTING (NORTH) (EN) (E) IN (N) LOCATION a © ( I POWER/COMM. (ER) (E) TO BE (R) 4. FIXTURE BRANCH CIRCUIT THROUGH-WIRING: Verify and comply with fixture manufacturer © © REMOVABLE DEAD FRONT PANEL I F I 0 SINGLE RECEPT. A EXISTING TO BE REMOVED restrictions as determined by U.L. & NEC. I I ( FA FIRE ALARM I I I 0 DUPLEX RECEPT. FACP FIRE ALARM CONTROL PANEL 5. PULLROPES: Any raceway without Cable or wire shall be installed with minimum 200 I P1--2 �'` BRIDGE LIGHTING (SOUTH) 0 DUPLEX— HALF SWITCHED I I G GROUNDING CONDUCTOR pound test pull line and larger if required by serving utility company. LIGHTING CONTACTORS. SEE DETAIL 4, THIS SHEET. ( DOUBLE DUPLEX GC GENERAL CONTRACTOR I I ( SPECIAL CONFIGURATION 6. EXISTING CONDITIONS: Information shown for existing conditions was primarily gained (DDUPLEX- FLOOR OUTLET from "as built" drawings and/or limited field investigation. Before bid, visit site to SPARE SPARE a JUNCTION BOX GRS GAOVAN ZED RIGID STEEL verify existing conditions and make allowance for variations from that shown. 1 I I GWS GANGED WITH SWITCH 7. EXISTING CONDUCTORS:� Intercept, extend, reroute, repull conductors, splice and 4" L 46" CONCRETE 4 - 4 SPARE SPARE MISCELLANEOUS IG ISOLATED GROUND otherwise modify existing conductors of all systems as required to maintain and or PAD WITH #,z -1- I LTG LIGHTING establish proper function and satisfy design intent. Remove abandoned conductors. WIRE MESH -r- 6" 6" `Ca MOTOR MC MECHANICAL CONTRACTOR THERMOSTAT MCB MAIN CIRCUIT BREAKER 8. EQUIPMENT GROUNDING CONDUCTORS shall be Installed in ALL power system raceways. CIRCUIT BREAKER MLO MAIN LUGS ONLY NOTES SQUARE D CLASS 8903 --`ti- FUSIBLE SWITCH MSB MAIN SWITCHBOARD 4--POLE LIGHTING CONTACTORS PHASE MTTB MAIN TELEPHONE TERMINAL BOARD 1. PROVIDE METER PEDESTAL WITH 2--POLE 100A MAIN CIRCUIT BREAKER AND (MOUNT IN NEMA 1 LTNG. SINGLE-POLE 20 AMP CIRCUIT BREAKERS, AS REQUIRED FOR BRIDGE LIGHTING AND CONTROL EQUIPMENT Z GROUND (N) NEW POWER. REFER TO PANEL SCHEDULE, SHEET E2. ENCLOSURE)(TYPICAL). NICNOT IN CONTRACT CONDUIT/WIRE NL NIGHT LIGHT GENERAL SITE PLAN NOTES P POLE NEW (R) RELOCATE(D) _M.._ UNDERGROUND TBR TO BE REMOVED -- UTILITY COMPANY CONTACTS: BEFORE CONSTRUCTION, COORDINATE & VERIFY ALL UTILITY EXTERIOR LIGHTINU 44+-� NEW POWER HOMERUN TYYP TYPICAL COMPANY REQUIREMENTS: (3 HOTS & NEUT SHOWN) METER PEDESTAL ' MP1 ELEVATIONS C DIAGRAM (E) POWER HOMERUN UC UNDERCABINET PG&E -- JT HAAS 805-546-5234 4 * CONDUIT STUB (W/MARKER) UG UNDERGROUND NTS NTS ""- VERTICAL CONDUIT RUN UON UNLESS OTHERWISE NOTED -- TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE ---- EXISTING OVERHEAD LINE V VOLT RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL CONDUITS SHALL HAVE MINIMUM VA VOLT AMPERES COVER REQUIREMENTS AS SPECIFIED IN CEC 300-5. MORE STRINGENT DEPTH W WATT, WIRE REQUIREMENTS MAY BE IMPOSED BY UTILITY COMPANY AND / OR THIS SPECIFICATION. WP WEATHERPROOF (NEMA 3R) JOINT TRENCHING MAY BE UTILIZED WHERE PRACTICABLE AND WERE PERMITTED BY THIS SPECIFICATION. LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS SHALL BE DETERMINED BY CALLING UNDERGROUND SERVICE ALERT (USA). WHEN PLANNING UNDERGROUND WORK, AND BEFORE YOU DIG, CONTACT UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS PRIOR TO EXCAVATION (WEEKENDS EXCLUDED) FOR THE LOCATION OF UNDERGROUND GAS AND ELECTRIC LINES OR EQUIPMENT. -- MAINTAIN REQUIRED CLEARANCES FROM ALL SANITARY SEWER, WATER AND STORM DRAIN PIPING. REFER TO CIVIL PLANS FOR EXACT LOCATIONS AND DEPTHS OF PIPING. ALL SITE UTILITY WORK SHALL BE INSTALLED PER THE UTILITY COMPANY ISSUED CONSTRUCTION DRAWINGS AND SPECIFICATIONS SPECIFIC TO THIS PROJECT. ANY UTILITY WORK PERFORMED WITHOUT PRIOR UTILITY COMPANY APPROVAL SHALL BE DONE AT THE CONTRACTOR'S RISK. e IIII WARNING TAPE - REFER TO PG&E HANDOUT PACKAGE DRAWINGS FOR ALL CONDUIT AND PULLBOX d . ' : a. 1111 —-- "-" CONCRETE CURB REQUIREMENTS, SIZE AND EXACT LOCATIONS. . .• ', • C' -=_= (I I( FIN. GRADE „ C14 ° o ._r. NATIVE SOIL BACKFILL CONCRETE DECK S2 FIXTURE STRUCTURAL IIII �_ CABLE 4 ' Q III= v 'o P I(I I o:• IIII --WARNING TAPE . �,•° — IIII NATIVE SOIL BACKFILL 0'_6” .'p.` ROCK FREE FILL �- op' ' 0' .g" cu °�° 01.0 �' --BRANCH CIRCUIT, FEEDER CONDUITS ROCK FREE FILL = IIII SECONDARY SERVICE CONDUITS a 10 0, a e CONDUIT 2" 2" 2' -z' NOTE: REFER TO STRUCTURAL PLANS 24" MINfig• FOR EXACT FIXTURE MOUNTING LOCATIONS (MIN) 4— TYPICAL FEEDER / Ft's` RANCH CIRCUIT SECONDARY SERVICE CONDUIT PEDESTRIAN IN - GRADE CONDUIT TRENCH DETAIL T R NCH D& E T A I L LIGHT MOUNTING DETAIL 2 '� 5 NTS NTS NTS A. r E Ci / N E E R / N G 0757 THOMA ELECTRIC, INC. P.O. Box 1167 - 3562 Empleo St. CTR`�P San Luis Obis o, CA 93406 CA�.� Phone: (805 543-3850 Fax: (805) 543-"-3829 EXPIRES: 06/30/07 cadothomaelec.com THOMA #05-8243 DESIGN BY. T. NEWTON CHECKED' J. DEAN LOAD FACTOR LIVE LOADING: HS20-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD BRIDGE N0. DESIGN PREPARED FOR THE LEWIS AVENUE BRIDGE BY' CHECKED: BY: CHECKED: DETAILS T. NEWTON J. DEAN LAYOUT POST MILE QUANTITIES BY: CHECKED: SPECIFICATIONS BY. CHECKED: CITY OF ATAS(ft;ADER0GENERAL, NOTES/LEGEND/ELECTRICAL DETAILS ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 1 2 3 EARLIER REVISION DATES E1 .0 E2.0 ... a,5va.. . .=ma ..�. �x�,q � .N� .n. .� .,. •,s.,. .. 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PROVIDE NEW 120/240V 10 3W 100A METER 12 FULL SIZE CB SPACES LOCATION: MP1 PEDESTAL "MP1" IN NEMA 3R ENCLOSURE MOUNTED 42K AIC PANEL & BRANCH CB'S p 1 WITH EQUIP'T GND BUS LUMINAIRE: LUMINAIRE: 120 125 (1)100W POLE DECORATIVE PEDESTRIAN ON CONCRETE PAD. WITH MAIN CIRCUIT BREAKER AHOLOPHANE WAU 1 ODHPMTN7N3 HPS SCALE POLE LIGHT. AMP PHASE PHASE Sl POLE: POLE: SEE CIVIL DRAWINGS FOR 2. PROVIDE 1"C. WITH BRANCH CIRCUIT WIRING PER CKT CB WIRE WIRE CB CKT ANTIQUE PAW17122FGIUS�-S MOUNTING DETAIL. PANEL SCHEDULES TO BRIDGE MOUNTED LIGHT DESCRIPTION # SIZE ASIZE # DESCRIPTION STREET LAMPS ANDG FIXTURES AND POLE MOUNTED RECEPTALCES. SEE # CL oL # STRUCTURAL DRAWINGS FOR EXACT ROUTING WITHIN 20 800 20 BEGA 8729MH 120 20 (1)39W IN—GRADE IN—GRADE PEDESTRIAN 1�2 '� BRIDGE LIGHTING — 10 10 BRIDGE LIGHTING — 2 1 ,2 METAL WALKWAY LIGHTING. BRIDGE STRUCTURE (TYPICAL). NORTH SIDE 1 800 1 SOUTH SIDESi 2 HALIDE 1 3 POLE MOUNTED RECEPTS 2° 10 72Q 10 2° POLE MOUNTED RECEPTS 4 3. PROVIDE (1)3" C.O. PER PG&E REQUIREMENTS TO NORTH SIDE 1 720 1 SOUTH SIDE E1.0 PG&E POINT OF CONNECTION. REFER TO PG&E SPARE 20 20 SPARE HANDOUT PACKAGE FOR EXACT REQUIREMENTS. 1 1 6 4. PROVIDE DECORATIVE PEDESTRIAN POLE LIGHT. . 7 SPARE 20 2° SPARE 8 REFER TO STRUCTURAL PLANS FOR EXACT 1 1 REQUIREMENTS (TYPICAL). 91 SPACE SPACE 10 5. PROVIDE PVC EXPANSION JOINT FOR TRANSITION ill SPACE SPACE 12 FROM SOIL TO CONCRETE BRIDGE. REFER TO STRUCTURAL DETAILS. CONNECTED LOAD (VA) = 1600 1440 6. PROVIDE 120V CONNECTION TO POLE MOUNTED 25% OF CONTINUOUS LOAD = 400 400 RECEPTACLE, TOTAL (VA) = 2000 1840 7. PROVIDE IN--GRADE PEDESTRIAN LIGHTING AT TOTAL 120 VOLT = 17 A 15 A WALKWAY. REFER TO STRUCTURAL PLANS FOR EXACT REQUIREMENTS (TYPICAL). PANEL SCHEDULE N 1. CONTINUOUS LOAD. 2. ROUTE THROUGH EXTERIOR LIGHTING CONTROLS. 1 \NO A. E 01NEER / N6 N 757 THOMA ELECTRIC, INC. ELECTRICAL �rR��P`'��- P.O. Box 1167 — 3562 Empleo St. San Luis Obis o, CA 93406 FOF CA�� ' SCALE: 1 "=10'-O" Phone: (805 543-3850 Fax: (805) 543-3829 EXPIRES: 06/30/07 NORTH cod0thomaelec.com THOMA #05-8243 BY: CHECKED: LOAD FACTOR LIVE LOADING: HS20-44 AND ALTERNATIVE BRIDGE N0. DESIGN T. NEWTON J. ® DESIGN AND PERMIT DESIGN LOAD PREPARED FOR THE LEWIS AVENUE BRIDGE DETAILS BY: T. NEWTON CHECKED: J. DEAN LAYOUT BY: . CHECKED: . POST MILE BY: CHECKED: BY: CHECKED: QUANTITIES SPECIFICATIONS ELECTRICAL SITE PLAN, SCHEDULES ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 1 2 3 EARLIER REVISION DATES E2,0 E2.0 a