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HomeMy WebLinkAbout2006 - Lewis Avenue DEL CITY OF ATASCADERO ORT SISKIYOU MODOG INDEX OF SHEETSDEPARTMENT OF PUBLIC WORKS N p TRINITY SHASTA LASSEN Qa D 01 TITLE TEHAMA PLUMAS PROJECT PLANS FOR z CJ 02 ( I t" I J`�'a L CROSS SECTION /�— I GLENN BUTTE SIERRA ca oNEVADA zdr COLUSA ��� IN a Ar 'a LAKE roft `0"& m " � m " � mL �� PLACER-1% W W ST 0 3 LAYOUT L— 1 % A mL W V I M N J VEL DORADO SONOMA NAPA OLO 04 PROFILE P- 1 rm% Aaft, = e% 111� a A ARL Ada& AM MARIN DONT e,P��e� TUOLUMNE MONO N 11L F M W M AhmQ L L — NU OSTA p4� SAN FRANCISCO EDA p �J5 \QpcP 05 CONSTRUCTION DETAILS C-rt- 1 T ko A I A A E SAN MATEO SANTA CQ' CLARA `' MERCED 06 CONSTRUCTION DETAILS C-2 SANTA s 11 �� FRESNO INYO 07 CONSTRUCTION DETAILS C-3 r 2006mOO6 MONTEREY TULARE KINGS 08 DRAINAGE PROFILES D- 1 To BE SUPPLEMENTED BY THE CITY OF ATASCADERO STANDARD SAN SPECIFICATIONS DATED MARCH 1992 LABS OBISPO KERN 09 SIGNING STRIPING PLAN SS- 1 AND CAT TRANS STANDARD PLANS DATED JULY .2002 SAN BERNARDINO SANTA �� __._--. BARBARA OS ANGELES 10 GENERAL PLAN S- 1 vENTURA LOCATION MAP RIVERSIDE 11 DECK CONTOURS S-2 Y a SAN DIEGO IMPERIAL 12 FOUNDATION PLAN 5--3 f 13 ABUTMENT LAYOUT S-4 I 14 ABUTMENT DETAILS S-5 TRAFFIC WY 1 15 RETAINING WALL LAYOUT S- 6 F ;f 1 UTILITY CONTACT LIST 16 RETAINING WALL DETAILS S-7 17 TYPICAL SECTION S-8 GLEN SMALL. ATASCADERO MUTUAL WATER CO. WATER 805 466--2428 j ! T TONY LEFANTE CHARTER CABLE TV 805 431 -4123 MARK MARKWORT CITY OF ATASCADERO SEWER 805 461 --5000 18 TIED ARCH TRUSS 5--9 ccf ROBERT LOPEZ PACIFIC BELL TELEPHONE 805 546--7452 s KEN BREM PG&E ELECTRICAL 805 434--4464 19 TIED ARCH TRUSS DETAIL No. 1 S- 10 z dr, Mom RICHARD ISBELL SOUTHERN CALIFORNIA GAS GAS (805) 781 -2490 20 TIED ARCH TRUSS DETAIL NO.2 S- 11 � � f ,� � 0. I 21 TRANSVERSE DECK BEAM 5- 12 . II /, APPROVED BY: i rj 22. MISCELLANEOUS DETAILS 5-- 13WEST MALL,,-*,-, W �1 23 DECK REINFORCEMENT S- 14 STEVE KAHN, CITY ENGINEER DATE , R.C.E. 42350 24 GUARD RAIL 8� LIGHT DETAILS S-- 1 5 .- , cITY OF ATASCADERO r' \ ti 25 DECORATIVE BARRIER SEAT DETAILS 5--- 1 " �� 26 DECORATIVE URN S- 17 A ALLN3 P. U. L 27 STRUCTURE APPROACH TYPE N (30S) S- 18 APPROVED BY: 5 2 a STRUCTURE APPROACH DRAINAGE DETAILS 5 -- 19 JOHN NEIL, GENERAL MANAGER DATE 29 LOG OF TEST BORING S- 18 R.C.E. 40987 ATASCADERO MUTUAL WATER COMPANY *4 'Aso 30 IRRIGATION PLAN 1-1 . 1 #4 PROJECT LOCATION 31 IRRIGATION DETAILS 1-1 .2 "°f 32 PLANTING PLAN L2. 1 '-- - e R°.-- 33 GENERAL NOTES/LEGEN D/ELECTRICAL DETAILS E1 .0 11 w No. 9zM p ' fo ject Engineer Date z 34 ELECTRICAL S ITE PLAN , SCHEDULES E2.0 Registered civil Engineer � � Exp.CL s�9r CIVIL �\P OFF- CAL. �OC Plans Approval Date CALL BEFORE YOU DIG THE CONTRACTOR SHALL CALL "UNDERGROUND SERVICE ALERT" (USA) o O AT 800-227-2600 AT LEAST 2 WORKING DAYS The Contractor Shall possess the Class �or classes) Of license PRIOR TO PERFORMING ANY EXCAVATION PSOMAS c� • "Notice ' 2295 Gateway oaks Drive, Ste. 250 .fied as speciin the to Contractors". I Sacramento, CA 95833 00 I NOTES w L LINE LEGEND: 1. DIMENSIONS FOR THE STRUCTURAL SECTIONS ARE SUBJECT R fW R f W TO THE TOLERANCES SPECIFIED IN THE SPECIFICATIONS. AC OVERLAY (2$1-811) 9 6.0' FL VAR FL 6.0' ' 2. SUPERELEVATION AND CROSS SLOPE AS SHOWN OR AS 1 .0-- IES VARIES 1.0 DIRECTED BY THE ENGINEER. OBLITERATE AC SW 1.5 SW PROFILE GRADE 1°� x 3. FOR WORK PRIOR TO STATION 10+00 SEE SHEET C-1 5% 2% Sc 2% 8c FOR DETAILS. VARIES VARIES VARIES VARIES ° V.3 4. TO CONFORM TO EXISTING PAVEMENT, CROWN WILL _ 77 x "' ,-- OG SHIFT 5.0' OVER 20.0' TRANSITION LENGTH. 5. AC CONFORM FOR DRIVEWAY FROM 10+77 TO 11 +07 2f9-89f AC OVERLAY ff EMBANKMENT R/W EMBANKMENT 4 PCC FENCE, SEE BRIDGE PLANS L LINE 6" AB, TYP FL FL VARIES /7.0$ 18.0' 18.0' 6.0'-8.0' 1 + 6.13T 15+15. 6 0 SW SW 1.5' PROFILE GRADE 1.5' > VARIES 2% 2% VARIES w �' OG " h pr- L0 0 4" AC (TYPE B) 4" PCC o � RETAINING WALL 12" CL 2 AB OBLITERATE EXIST 6" AB, TYP SEE BRIDGE PLANS AC SURFACE EMBANKMENT T II II L LINE , it 27.6 27.6 it r.m >- W ZII li USTA 11+80.00 TO 12+22II II < � W cj o U R/W FENCE, SEE L LINE BRIDGE PLANS II PROFILE GRADE Lli FL EXIST 8.7' FL 18.0' 18.0' 8.0' PLANTER SWf SW 6.0 15' 105' RETAINING CURB x 0.5' CLEAR . PROFILE GRADE FROM 11+07.0 TO 11+57.0 ®° oo ° 0o ao z 2% 2% (SEE SHEET C-3) 00 IC - 2% 2% - - RETAINING WALL W � FROM STA 11+57.0 • ° o • . � TOP SOIL OG w - --� 12+52.60T 1 +1 .1z V/ (n99 4" PCV w 6 AB, TYPBRIDGESEE RETAINING CURB 4" AC (TYPE B) OBLITERATE EXIST SEE NOTE 5 (SEE SHEET C-3) 12" CL 2 AB AC SURFACE EMBANKMENT L LINE 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 �- 11+00.00 11+80.00 o 4$ $ ROMAN PAVER FENCE, SEE BRIDGE 2 GROUT PLANS SEE SHEET C-2 PROFILE GRADE 27o4'f PCC m FOR LIMITS 2% 6 AB, TYP Q- 2%. � R/W R/ FENCE, SEE L LINE BRIDGE PLANS w -- EXIST 8.0' FL 18.0' 18.0' FL 8.0' 4" PCC "< PLANTER SW SW CURB TYPE C 6" AB, TYP � f VARIES 7.3 f f STA 10+34 � � � -- -- 0.5 CLEARup- 1.5 CROWN 0 -5 PROFILE GRADE 1.5 TO 10+77 TOP SOIL 2% SEE NOTE 4 2% OG OBLITERATE EXIST WINGWALL VARIES _.__ - RETAINING WALL AC SURFACE EMBANKMENT STA. 12+42.60 TO 12+52.60 SEE BRIDGE PLANS STA. 14+16.13 TO 14+26,13 „ 14+16.13 A 14 SEE BRIDGE PLANS VARIES 2"-5" 4" PCC EXIST PLANTER B ~� OBLITERATE EXIST „ 4" AC TYPE B) AC OVERLAY 6 AB, TYP 12+22.60TO 12+52.60w AC SURFACE { VAIGHT 2 CL 2 ABft iq, (STRUCTURE APPROACH SEE BRIDGE PLANS) TYPICAL CROSS SECTION z N 0 SCALE 0STA 10+00.00 TO 11+00.00 Xml 3 Nov. 28, 2005 - 14-16:45 D �ame� N:`6�TA41}2��tran��mastdes`raad`pi X-1.deg - Layoutl U ted By. nd! FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I --------- -- UTILITY RELOCATION GENERAL NO DRAINAGE NOTES A RAISE 3'x5' PGE VAULT TO GRADE (SEE NOTE 5) POTHOLE 1. FOR PAVEMENT RECONSTRUCTION DETAILS NOT SHOWN SEE SHEET X-1, C-1 AND C-2. PLACE SDMH PER STD DWG 501 B RAISE CABLE TV BOX TO GRADE CATV TELEPHONE & ELECTRIC ELECTRIC GAS & WATER TELEPHONE & ELECTRIC 2. CONTRACTOR SHALL CALL U.S.A AT LEAST ADJUST EXIST MANHOLE TO GRADE C RAISE TEL BOX 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. U4 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) BY PG&E FROM BRIDGE TO PG&E UTILITY BOX. a I INSTALL 8" GAS LINE CASING J INSTALL 10" DIP WATER LINE K 4" GAS LINE TO BE INSTALLED BY OTHERS 27.0' LT 11 +80.0 LT 14+53.4 ui END RETAINING CURB CONNECT TO EXIST 12" TRANSITE (A/C) LINE USING 12 x1o" GUARD RAIL co V) TAPPING SLEEVE AND 10" GATE VALVE PER AMWC DETAIL #108/#110 > END �REMOVE EXIST C&G LT 14+46.1 ui UM INSTALL 2" AIR RELEASE VALVE SEE AMWC STID DETAIL #112 END CURB, BEGIN C&G TYPE A uj 31.3' LT 10+29.4 3: 17.5' LT 11+10.0 LIP 32.93 ,LT 112+52.26 TEMPORARY FENCE BEGIN 1 SIDEWALK, C&G TYPE A 27.0' LT 10+28.4 A" '5 +9 F END REMOVE CLF (TYPE ESA) RETAINING WALL 4 1 7.3 Lu E A' �END� S �Yp > PLACE: Dig STD DWG 502 12 35.5' LT BEGIN REMOVE EXIST CURB IP EL: 857.0 4 v T 4 b It EX, I S EASEMENT _o BEGIN CURB + 29.4 26.7' LT 10+35.4 INV OUT=853.5 13.8' LT 14+23. L ', t&G` Z A G TYPE A - F :8'WIN tm END C& 0 L C&G 1-81)'- C' S=O 02 x L0 L0 .... ........... RD-'' I L W o --­ -BE 0 REMOVE fD E"W A K TREE TO T 2 Se, 00 00 26.7' LT ;11*00.0 PROTECT EXIST 3 T,,EM,',,PORARY,, FENCE 38.1 LT", BEGIN RETAINING CURB TREES AND LANQSC PING ESA 3: +83.5 A- ------- 16.13 7 BEGIN"", ` 7 1-7 T 'EXf' OVE R EV 16.,,,0,g,,, `LT 12+52`6 W IL ., I too am we 4w-, m --------!�Nmsw� 4!!i� sip END S Wl,,,,,,C,,UP B TAINING RE L N Z"", Ai W co WALL 110 _41 .......... or N Lli t< 77 0 C) <� Lli 3. Ow m V) co __j Z _Ck N ------ Q N 4962.60 ui E 5079.42 V) SITION"' - R JR _j G 0 IP GU R END/ PAVEMENT K A ROA 2`5 LEW18, AVE, RECONSTRUCTION 13+00, 5+0 15+16.50 & /x 5 1D'QE7�: SE91N , BRIMC7 END 8 'RECOK$TRUCTIO,N A S.TRU CT VA Pie-rrj Alo "2+ 4+16.1 A 1 5 2 0D APPROA ( Z A ve ......... S�,Z, _L C_�j 00 E 463 7.61 x z 4m 1,77 TBW---," RT 11+57.0 CURB C7_/ 30.0 M 3 56 'RT END RETA_lN,I­NG' 'CURB A� REMOVE D k 215, -lz 'EXIST D- > 0 Ld 107 > E 1 5+01.3 3,Q RT 11+151 .0 16-0' 'RT 12+52'6 Z RT 10+17.2 LIP UJ u b DEWALK, VE 7 J '� PLACE DIg STD DWG 502 END SWI CURB V) END REMO RT 14+51'a", EMOVE EXIST ENP Cg A G AND' SW 6.0 RT 14+1 113, END GUARD RA 17.51 RT 11 +10.0 LIP LIP EL 856.8 PROTECT WATER ! 14 4 3.3 '41.22 RT 12+40.� w< INV OUT=85, PLACE� Dig STD DWG 502 26 + 6.f' 316iW' "' LK, C&G BEGIN SIDEWALK J^ 0 A `P E 18" RCPx23', S=0.02 MAIN IN PLACE C&G TYPE A END CURB, BEGIN TY LIP EL 857.0 BEGIN REMOVL', CLF 4", INV OU=T=853.5 EASEMENT 18" RCPxl 4 , S=0.02 TEMPORARY FENCE 16.1' RT 14+22.9 (TYPE ESA) N� EXIST OVERHEAD CATV BEGIN REMOVE N, 43.6' RT 10+19.7 TO REMAIN EXIST SIDEWALK, C&G BEGIN SIDEWALK, C&G TYPE A BEGIN REMOVE EXIST SIDEWALK, C&G cr_ CD 3: A Faft L A N 1 =20' Lj_ CD LEGEND: Lj_j RETAINING WALL uj AC TRANSITION PAVING 0% o AENT QATA G. ALIGNL REMOVE EXIST MEDIAN HT MATCH EXIST STRUCTURAL SECTION W.C59331 'NO. R A L T CD COLD PLANE AC & 2 EW 07 Of *Is � Lj_j 260.00' 51*01 '01 " 2,31 .51 ' 124.06' MIN AC OVERLAY tp% - cwo,,, Sol$ < OF 2 8" AC OVERLAY OBLITERATE EXIST AC SURFACE x REMOVE TREE LAYOUT AS SHOWN Dec. OZ 2005 - 1&21:24 DWG Name: N:\6ATA010200\transp\mostdes\road\pl\L-l.dwg - Layoutl Updated By njwell FOR REDUCED PLANS 0 3 ORIGINAL SCALE IS IN INCHES (K-N L I , , , ­, I I I I n, I . I I � , AMWC STANDARD CONSTRUCTION NOTES 6. WATER MAINS AND APPURTENANCES SHALL BE TESTED IN Y 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 I 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 TRUCTION, LATEST EDITION. BE INSTALLED PRIOR TO PRESSURE TESTING THE WATER MAIN. FACILITIES SHOWN ON THESE PLANS WITHOUT PRIOR APPROVAL OF L WATER COMPANY. I . ­� 2. IN THE EVENT OF A DISCREPANCY BETWEEN THE AMWC STANDARD 7. TRENCHES SHALL BE RESURFACED IN CONFORM,ANCE WITH CITY OF SPECIFICATIONS, DETAILS AND NOTES AND THE NOTES AND DETAILS ARDS 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. TRUCTION INCLUDING TEMPORARY SURFACING. WATER COMPANY. ATASCADERO MUTUAL WATER COMPANY WILL NOT ) INSPECT THE WORK WITHOUT APPROVED PLANS. CONSTRUCTION I . 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 ", CONFORMANCE WITH AMERICAN WATER WORKS ASSOCIATION L WATER MAY NOT BE ACCEPTED. I 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 ' 'I . MAIN IS SUCCESSFULLY TESTED AND DISINFECTED. MAY BE ENCOUNTERED BY THE CONTRCATOR. IT SHALL BE THE I 11 0 4. SEPARATION OF WATER MAINS AND SEWER MAINS SHALL BE IN CONTRACTOR'S SOLE RESPONSIBILITY TO HANDLE, MODIFY, DEMOLISH, � >_ w �� CONFORMANCE WITH THE PROVISIONS IN TITLE 22 OF THE HEALTH 9. ATASCADERO MUTUAL WATER COMPANY SHALL BE NOTIFIED AT LEAST REMOVE, HAUL AND DISPOSE OF AC PIPE IN CONFROMANCE WITH ALL m V) AND SAFETY CODE. 48 HOURS IN ADVANCE OF ALL WORK THAT WILL REQUIRE A LOCAL, STATE AND FEDERAL REGULATIONS INCLUDING ALL REPORTING > I w DISRUPTION OF WATER SERVICE. NO DISRUPTION OF WATER SERVICE AND RECORD KEEPING FOR ASBETOS-CONTAINING MATERIALS. LEGEND: 0 0� . w 5. WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN WILL BE PERMITTED ON MONDAYS, FRIDAYS, WEEKENDS OR HOLIDAYS. I � cn w CONFORMANCE WITH THE PROVISIONS IN SECTION 306, UNDERGROUND 15.UNLESS OTHERWISE NOTED ALL JOINTS ON THE WATER PIPELINE []] INSTALL 10" MJ 45 DEGREE ELBOW > � w CONDUIT CONSTRUCTION, OF THE STANDARD SPECIFICATIONS FOR 10. CONCRETE THRUST OR ANCHOR BLOCKS SHALL BE PROVIDED AT SHALL BE RESTRAINED. WITH 10" MEGALUG RESTRAINED I all_ 0 TRUCTION, LATEST EDITION. ALL VERTICAL BENDS, HORIZONTAL BENDS, AT THE END OF PLUGGED DIP BETWEEN ELBOWS , I __�;_ MAINS, BEHIND TEES AND BEHIND FIRE HYDRANTS. 16.CONTRACTOR SHALL POTHOLE TO DETRMINE EXACT LOCATION OF x Lo Lo W o 0 EXISTING WATER LINE FACILITIES AT BOTH TIE-IN POINTS. THIS WORK M INSTALL 10" ROMAC FLEXI-JOINT 1i ---, ---, . 00 00 I SHALL BE CONSIDERED AS INCLUDED IN THE LUMP SUM PRICE PAID SEISMIC COUPLINGS OR I FOR 10" CLASS 350 DIP WATERLINE AND NO ADDITIONAL PAYMENT I , ; , 3: T_ I SHALL BE MADE THEREFOR. 11 m . �_ I � >_ I I �. � � I I I 'll , � I . I I I � I I I I I I I I � I I I I I . I . . � ­ . .1 . . � I 11 I 11 1 -11 - -1 -1 ''I'll' ' -11-11.1111 '--N M >- .-,-"-.----- , -, -F, ­ ­ -1- -- ­ ­; - - " - - �­ � - - , - ­ --- ­-, - -- " - - -1 . , I � I I I � � � � ; � : I � i � � I � � : : t I I � � I I I � I : 5 � i ; I � I I � I m I I � : � I � I I � I � z I . 0 � : � I I I I I I � � I � � � : : � I � I � I � � � � � : f I � I � ; : i � - 4 ­­­ , � ­ , - ­� -1-:_.1-1-_1-1.11--l-11-.1 -111 -1_1 � I I � I I I 11 11 11, I 11 I I � . � � I I I .�_ � � I.,� . . I - � I � I � .1 I - 11 _o.; 11 I I I � - .I - I I., 1, I I : � I I I .1 . .. � I I � �, I'll I 11 . I'll I .. "I -� ­- ..-1,11111 1-1 -1 I II-) I I I I � , I I � I t � � : I � I i � i 5 � w � � � � : I � I I I � I I � . I : : e I � I I I I I � � I I I I 1 1 � I � 870 7------ --' i ­ ­ � ,_ " _­_, I 1 28.0 VC I f ; I ; ; � � I I � ; I I � I I I I I I � I � I I ! � 870 4- 0 C) : � I : � I i I � � � I ; I � : I . - I I -10" I I � _ -1 � I � -1 ­�­, ­ ­ ­ ,151111 ­­­ ­�, I __1 - I 1. I 1. 11, I ''I , . ­ I I I I � I 11 11 I ­ ­ I � 11 I I I . I ''I I 11 ,�, I I I I I I � I I . . . 11 . 11 � I ,vc I 1. I 11 � .11, . - , - ' ' _�_ ...__�__,� __......____ __. 1-111,­­­­I— -1-1-11, �11-1. ­Ir, ­­­­'_.,­­ ­__­_­­­_­,­_­_,"' .­ 111-1111.1 11- ­ 1-1111, I 111.1 95.00 1 1 , � , . I I I � I I � � � ; � ! I : � : � I I I I I i �, � I I � � I � i I � � � I 1 141' � < w w I I ; ; I -0 -W,-- ; � I I � I . I i : I I I _j Z y ; � ; � � I � : � : I : : HIGH POINT� ELEV = 862.25 1 � � : ; I ! I I � I � I I I � � ; � � I . I ; � Lo � r -1-1 ­­­­­ ­1-1-1 1- 'III,,1" .. 1�1 ­ I " I � � .: I. . 1 . - 1 - 111 I 11­ ,� I 11 . 11, I I I .11 I 11;� ' ' ' 'I I I � . I. , I 1 . 111 . . 11 . . 11,11' '. I . . I I � I 11 .I - . I � I I �' I'll, ­ ., I ' 'I - , -1 -1 I­-I - _,� 2-1--- ------ ­-.­.­­­_.,__­.�._­­.­­" ..,­­­ � ;_.11.11 -I'll 1.111-- -1-1-11 I to : � (o ­ LOW POINT ELEV = 8b9.26 I 0 i I ---I I � i I I � I I i I ; I t D 0 e 11 ; � z i : ! I � � I : I I I I I i � I � � � � � � I : � I -�_ : � I ; z � � : � � 1 -34.34 1 1 1 1 (o � : i I - 0 I � I � � � n HIGH POINT STA 134 re) ; � � : I � � : I . I Irl- � ; () - � � � � � � � I i 00-00' VC P � I . 0 ) - I co d) I = I I I 11 � I. , .111 I .11111 .1 1 . . �_ ��_ -I I If 1111-..11- I-11 1-11 I ­� I 1.1-1 �­ I- � � : . 4 : - � ----------"-- � 14+96.71 � , , � , I I I I I -1-111-111-1-1-11-11.1,1_1_1-111"I'll­ -­�-­ -1 .", I- --1-­I­ . ­­ ­­ I I I I I . . . I I , . I 1. . . I � .1. � "I I -_1 ,­_,,, ,�, ­­­I 1�I­111.-11 ,,,�..� - ­� -1 ­ ­­, .1. ­ - I. , I � ..I . � I � I � . ., I I ''. I I I I I _j V) w -I---�____1 -------- ! � I I I � I � I I Lo LOW POINT STA � � � � . ; � : : I � I � I � I � + � "t : f ; � : � I � � I ' � r�_ T_ PVI STA = 13+34.36 , 0) Ir- � � I ; < w IE I I k � � � i I ! I I I � f : I � I : � I i � � : I I i : I � ; � I - ­ I I I . :, . 6 0 . I � I ­ 1PVI STA = 14+64.00 . 1-11. 1 0: ' ' I'll - .101 -1 - - 1 I'll- ­­­­ I'll ­�� I � I I I : I : I I I I I I n I � I � I � I ; : � I q : I I I i � � I � � I , ­ , 11 + ,V- U-) � i I � �, -LOW POINT ELEV .= . 857,,38 11 I I I .. I I ' ll . . + 1_1 I T_ . � ( , -11.-­..,­­-­-,-,-,-..,.�---.,.�''.�,.,.",-. ­­­, �l''.-.-i-,-,..,-.,�l--.,-,,�ll,�.."''�,.-"",'',-,��,-''�,-''.",,�,,��ll-'..I ­­,; I I 11 � _ I I 11 1 .�­ . I I I , - � jo 0 . I : � V_ I : I I I , I � : � � - � I � I I � 0 � I PvI ELEV = 863.30 0 1 : m " " " ­_�­ ­­'�­ ' � � � : I i f I I . i 866 � � � ; I � I I I N w � * � I I : I ! I � � I I I I I I I V) �to + I ,� I I � i 866 - ---------I--- , � , : i I ­ - I 1. I � . I I � I 0 . - : : � 11 11 I 11't,-I_. -1 I I It' ' � An� �-_I : ", _. 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I , I I I 11 I 1111-11 -1 I 'll, I I 11 I '' I I ' ' I I I I 11 . 11, 11 I 1, ­-­­­ 1 -1 I'll , 11 11 11 I I , , , LEGEND: BEGIN RECESSED C&GREMOVE EXIST MEDIAN, ISLAND AND SIDEWALK 36.7' LT 9+54.7 END CURB (TYPE C) BEGIN CURB {TYPE C} 36.7' LT 314' LT 9+74.7 1 ADJUST WATER VALVE TO GRADE . SAWCUT AND REMOVE 9+24.9 EXIST C&G RADIUS POINT EL 857.14 MINOR CONCRETE TEXTURED PAVING (COBBLESTONE PATTERN) 367' L 9+ 4.T 7 40.2' LT 5 BEGIN SW TYPE C CURB 9+33.5 1 31.9' LT SAWCUT AND REMOVE 35.5' LT EXIST SW . .._.. ... ... ..._.. . �.. -. ®.--. _... ,.. ... _. _..._ EL 851 .98 10+26.7 BC -. - . .... `�` I 9+33.5 SAWCUT 1 4 EL 851.78 / EXIST SW rc.k r7 I 31 .9 LT ..... ..... . _. ,AIN __ __ ___- _ _ _ _. _ _ _ __ _ ,RELOCATE EXIST SIGN ,k 10+29.4` w 31 .3 LT V) O0000o 0000000 Bf`` Oa000 0000000 +3a.o LK > EXIST FN 1 00000 0000000 Qoaaa 0000000 ® TO REMAIN 00000 EL 857.06 0000000' FENCE 00000 0000000' Ls.1 ,. . 00000 0 (� SW RAMP WITH W Q 25.0 _ LT t� TRUNCATED DOME r EXIST WV r 0 10+26.7 000 E 8.5.2.18 x � � ;�: ,,, �- TO REMAIN � !�..,��...�....._.,..,..e.....,_ -.� ..�...�..._. .�,....,...�...,.....,w.....�......�....,.�.,..�..,;s-.�.,.�.�_...�..�.....�_�_--�,...�... ......-.�..�.....�.�.0®..... ,o®o a Q o aaaaaaa RADIUS 26.1 ' LT 1 I �1/'2 Q 00000000 1 GAS TO BE ABANDONED 0000000 1 . 12 9 00 00 ^� �� 00000 d V � - Qoo _ . . __ _ _ _ _ DIRECTION hr N _ _9+24e7 22.8 LT _I OF FLOW = END SW, C&G TYPE A EL 856.98 I SAWCUT 10+00.0 I EL 852.37 MATCH EXIST FL �.. EL 856.79 I 1 3/4 0 4„G 4,/G 4„C3 4//GDIRECTION 4„G _ I OF FLOW I 18.0' LT �.- NOTES: SAWCU T w °- I 10+26.7 EC » DO y 1. EXISTING SCHOOL SIGN TO BE RELOCATED I EL 852.1 RAMP LANDING 4 GAS TO BE AS SHOWN ON SHEET SS-1. I AREA TO BE 4" INSTALLED BY OTHERS < w :1 I ABOVE FL a 0 EXIST M,/H I 2. FOR CURB AND GUTTER DETAILS NOT TO REMAIN I SHOWN SEE SHEET C--3. LEWIS AVE I .�.. �� .. CROWN TRANSITION x L LINE -- V) _ w LIMITS OF AC > 9+50 10 -00 PLANING 10+50 O � I z I REMOVE DI PLUG _ _ _ _ _ _ _ 8c ABANDONED PLPE ® _ I LIMITS OF AC PLANING I I I DRAINAGE SYSTEM A r ! EL 857.17 18.0 RT I 10+35.3 EC I 3/4 EL 857.15 I cry I ,� _ I EL 85719 - _ DIRECTIO-N 1/2 OF FLOW r I ~ coo m oO ____v_.. _. _ EL 856.98 00000000° QQf.�'0 Q j K h.t..,. ., 00,00 -' a,O I 1. r I 1 r ,. . 26.0 RT uj 10+34.0 PI or- co I 33.7' RT a_ I I 10+29.7 BCS`' _ ! EL 856.76 35.6' RT 10+35.3' ��% ! RADIUS POINT co RELOCATE W C0331 ck� I 30.3 RT EXIST SIGN c I 10+29.7 P 00 I 43.6' R T I 10+00.0 � I C:) ----------- --- .. ..--- x TIS DETAILS 43.67' LT 10+19.7 c AS SHOWN MATCH EXIST FL EL 856.76 V) L AAN C. l ct SCALE: 1"=5' S r i - . - t1 Updated B. n' di Dec. 02, 2f3� 1&22:38 DWG Nie: N.`6ATAA1 t?2afl`tra�n�®mostdes`�ad�`& 1 darq Lama P Y � FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES 1 LOCATION AT CENTER OF DECORATICVE URN STATION OFFSET A 12+46.60 19.40 LT B 12+46.60 19.40 RT 2 C 14+20.13 19.40 LT 48.0LT, 14+67.45 D 14+20.13 19.51 RT RADIUS ��PT ® 4 PROTECT EXIST PR T I T R;=30.0' TO FOC D/4 SIGN IN PLACE s De4 s` ? 91 9 ?1 4 L 5 - 0 SIDEWALK TRAN S1f1`10N , TYP 5 0 SI EWAL.K TRANSITION , TYP 14+97.3 EC 43.23' LT a 15 MATCH EXIST FL +1 APPROX EL=859.23 END C&G TYPE A w AIS 12+11.60 14+46.13 m .. 12+17.60 LT 27.00 LT 36.69 > LT 27.00 w ;EL=859.51 - AP 12+35.60 RADIUS PT r EL 859.35 12+52.60 R=12.69 PLUG AND ABANDON PIPE w LT 27.59 14+16.13 BC 14+33.13 OO a w - AP 12+22.61 EL=859.49 LT 27.59 LT 27.59 LT 27.59 000000 0 0 0 a o 34.45 LT -~" LT 27.00 L= . UJId ` ; EL=860.05 EL=859:55 PRC 14+39.63 14+51 .13 0000000 14- -94.21 000000 � ® EL=859.07 ll LT 25.79 EC 14+46.13 L�T24.00 14+58.39 0 a o o FL EL=859.10 EL=859.42 { � ' LT 24.i.P N✓ EL-859s6 , LT 24.00 x Lo Lo 1 W 0 0 .._ EL=859.3 E, =859.77 a 1 , �,B k2+1 1 s 6�.d .: , 00 0012+16.60 f LT 18.63 °�� 25.74' LT > LT 18s6V ` : rOG EL-859.35`', 14+53.39 :� BOC EL=859.5214+87.56 LT 1-8-4-63 - 14+46.13 ' 12+22.6® _ 14+58�� 3g ,: � FL EL--858.95 0 LT 18.63 LT 18.63__ BOC EL=$59 7 :?` LT 1.8.6 3 j ... - A C BCC EL=859.42 EL=859.67 BOC EL=859.24 - - �- w „ ' 19.69' LT, 14+83.40 LIPwow CL' 14+33.13 - �C O 12+52.60 LT 14.90 a 20.00' LT PLACE Di, STD DWG 502 Ca -- ��, '' ... 12+22.60 14+16.13 18.0 LT 858.91 LT 16.63 RADIUS PT LIP EL= w = 12+16.60 LT 18.00 LT 16.63 14+58.39 � � °'14+78.22 ' . INV OUT=850.74 BOC EL=860.27 =12.69 14+67.45 BC (SEE NOTE 1 LT`18.00 w FL EL=859.25 BOC EL=860.2? 14+46.13 LT 18.00 FL EL=858.84��, FL EL=859.0 12+52-60 LT 18.00 FL EL=859.17 FL EL=859.01 LT 16.00 FL EL=859.43 12.+11.60 FL EL=86 C}.28 14+1 .1 REMOVE EXIST 14+53.39 REMOVE EXIST LT 1 .0 C,G AND SW LT 18.00 PIPE AND C�I LT 18.00 FL EL=858.85 FL EL=860.28 FL EL=859.25 : P a Fy ppppppwAi. t V { 15+16 5 r t N, REMOVE WOODEN BARRIER i, of 0 L LINE - .. k � 12+50 14+50 15+00 wi t 12+11 .60°� CAP'ISTRANO : 00. PLUG AND ABANDON PIPE . AVE FL EL=858.85 12+52.60 RT 16.00 � 14+33.13. REMOVE. 'EXIST 14+16:1 3 PIPE AND DI 12+16.60 FL EL=860.2 LT 12.65 RT 16 0 RT 18.00 FLEL860.28 RADIUS PT 14+52.96 ' , FL EL=859.02R=14.94 RT 19.10 �. �"ti ENDS C&G TYPE A 12+22.6,0 12+52.60 14+46.13 `' 21.5 RT, 15+01.7 RT 18.00`��, RT 16 63 14+16.13 REMOVE EXIST FL EL=859.23 c �,x., _ _ RT 18.77 ,: . MATCH EXIST FL FL EL -859.25 BOG EL--860.27 RT 16063 C,G AND SW 18 80 RT 14 -96 83 LIP _ FL EL=859.41 14+5 .96 % PLACE DI, STD `,,-DWG 502 �. _ BOC EL=860.27 -RT 19.10 20.5 RT LIP EL=858:86 ss 4 - _ . FL EL=859.14 G d 14+80 6 2 a RT _ �� .�._._ _ I(SEE N V OUT=85�; 9 , ..._. . n: ccra _ _ _ _ NOTE 1� v ......� B _. . 15+16.5 12+22:,61 cn +- --�-- ~�-� z a. RT 18.63 14+46.13 14-+57.96 00000000 14+52.96 B 0 C EL=859.,-24 ..,. .w _.. _..__. � 1 +16.60 �,. � ' .. R-1" 19.40 00000000 _ 12+11.60 2 RT 19.99 0000000 RT 19.74 00000067 �- RT 18.63 RT 18.63 �.. `3t . 15+01 3 BOC EL= 59.91 FL EL=859.64 0000000 BOC EL-859.73 - 27.5 Rt,, w BOC EIS=859.35 BOC EL=859.52 x _ TIE INTO ST DW Y x a a PRC 14+39.48 14+52.96 j RT 26.17 RT 25.11 14+57.96 12+16.60 AP 12+22.61 `��., OHE LINE AND POLE EL=859.42 . GUY WIRE TO BE �-EXIST QWY-TO REMAIN RT 6.01 �, AP 12+35.60 .12 -52.60 TO BE RELOCATED EL---859.13 RT 25.36 REMOVED BY PG&E 2 RT 26.01 RT 27.59 BC 14+33.13 R T 27.59 EL--859.75 ,rt EL=859.37 BY PG&E EC 14+45.82 .x EL-859.09 _ . .._ RT 27.59 ELS-860.05 -- -- _ E=859.�74 M .�. 14+16.13 R T` 24 76 _ - _ _ EL=859.55 TREE TO REMAIN �..,_., 12+11.60 -- -- R T 27.59 859.30{/y� , E L.��6J 5 9 x 3 i�/ RT 26.01 EL-86 0.05 14+45.21 � EL=859.49 RT 36.96 " Cly . RADIUS PT R=12.22 O x NOTES: 1 . PRIOR TO CONSTRUCTION, CONTRACTOR SHALL z CONTACT UTILITY OWNERS, POSITIVELY LOCATE P'LAN CUNSTRUUTION TAILS EXIST UTILITIES AND ALLOW FOR RELOCATION. »_ e 2. SEE SHEET C-1 FOR GUTTER TRANSITION DETAILS. SCALE' 1 --5 C�2 -- T m®stdes road C-2.dw -- Lo tl Updated . n' ei! Dec. os, 2cI05 t 23:�2 a Name: ti•`sm Af912oq`trrm�o i 1 9 t Y FOR REDUCED PLANS d 1 2 3 ORIGINAL SCALE IS IN INCHES , I PROTECT PROTECT GUARD RAIL EXIST TREE EXIST TREE 1.0' #4@12aa #4@12aa--12aa INTO SW baa & PLANTER-\ PLANTER as Ss 12 INTO SW 1 x TOP OF WALK TOP OF WALK .� -�SIDEWALK� -\�SiDEWALK-� 2% 2% CONST. JOINT CONST. JOINT 00 sa . GUTTER �,. �fIII w fIf� 2% �-- 0-11 • 00 II1— APPROACH � if ,a f �;,fll: -111,�� I �,,II 2aa PAVEMENT , 5.02SLAB aa +* _", w CLR CLR .® 3.0 �— 4, TOT 5 Ot TOT 5 N G L UAft OUR 2 Kw%Pro k R T KAwxftETAIN'lw ' A S RETAINING CUR B L GUTTER T w NSITION w � N.T.S. » STA. 11+07 TO 11+57 w a sa � 0 SCALE 1 2 SCALE 1 =2$ x Lo L Ro -0-,,® 00 00 m �-- G� m W H<� 0 0 Luz L i.l Lij _ CJ 0 I- x 0 W > 0 W z 0 0--- u)- V) IBJ Cd x � m Li._ 0 L.aiJ F- CL LLJ • ft.c5m LLJ 1 • •��# •� • C V) 0 xCONSTRUCTION DETAILS AS SHOWN z 0 in N3 I -AS Dec. 02, 2005 — 18:22:38 DWG Name: N:\6ATA010200\transp\mostdes\road\pl\C—l.dwg -- L.ayoutl Updated By njarreli . FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES ............- ''AV LE W LIP LEWI-S AVE. LIP POTHOLE #1003 16.6 166 GRATE EL AT GRATE EL AT EL AT P I P E ...... FLOWLINE=856.90 �ELEV.'=855 53 FLOWLINE=856.8 FLOWLINE=856.90 858 858 858 ............. or_ 00 OG OG ST-D CITY 856 856 STD CITY 856 X DR A14-JN'LE''1 18 P (RELOCATE) POTHOLE #1007 POTHOLEJ1 2.03 TELEP H ONE PG E FIBER (CATV�) ELEV,,=853.94 ......................... ELEV.=853.94 /PlK ELEV.='853.53 ELEV.=852.83 I_NV OUT 853.94 r1l-A'T, 854 854 E 854 �01_P 1, !R P,0 T H, 91f is— AT&T �SBC POTHOLE#1 00 D ELEV.=853.80 >_ LLJ 10 WATER m v ELEV.:=853.26 STI) CITY `2 852 ou Q T .......... DR'Al POTH OLE#1 009, S,,O�­0,2 V) 4' GAS ELEV. 853.74 I N V IN 851.00 IN OUT 851.�8 850 INV' ]N� 853 50 850 � 850 1, 7N 2-lfQG f7 Lo 0 FIBER �CA IV) uJ o ... ........... 0 \18' ,,30' RQP _Ll�� A-1 00 00 ELEV.,=852.83 848 848 848 .......... m S �EXIST 18 S RP m ....... ... m 846 846 846 C) ........... sk m _j V) SYSTEM A 'S"rEm B < LLI C) LIP­ 14.6' ............. ........... ....... "GRA TE 'EL 'A"! 24.5 FLOWLINE=858.80 z AVE V) . ..... 860 860 LEWIS AVE OG ............ w OG ........... 858 858 858 STD CITY DRAIN INLET 856 856 856 D N INLET AI --­------- 854 854 INV OUT B53.07- 18 �l�NV �00 T�8 5��.7 3 18 x4, CMID'.1, 852 852 852 INV IN 850.74 INV IN 850.92 EXIST -66" RCB EXIST 66" CMP ............. 850 850 850 F_ 848 848 848 ........... LAJ ------ ...... 846 846 846 844 844 844 ............... c C) c. x SYSTEM zi Y STEM D z mm%L EL 0 0 Ughm"AllMmAGE PROLFILES cn Pmmm"LOFILE HORIZ 1 1)=1 0, VERT 1 =2t Dml 0 2 3 ORIGINAL SCALE -IS IN INCHES Dec. OZ 2005 — 1&24:49 DWG Norne: N:\6ATA010200\transp\mastdes\rood\pl\D—l.dwg — Loyoutl Updated By. njorrell -AT, z y r --------------- r lowalimmemp X Q >_ W to W L .,® Ld V) Lid ^ , Q-° w X L0 Lo a E x EXIST STOP SIGN 0 00 h,.,.. _ _. .. TO REMAI r ,t 4 E R1 I s I ^ 12" WHITE r 12" WHITE RELOCATE X—WALK STRIPE tL �. X--WALK STRIPE RELOCATE R2 TEXTURED PAVEMENT R26 R2 , ® ,� SCHOOL SIGN R1 PAVEMENT W66 LIMITA dOis '; ''` R1 C� ® ,�'� MARKING, TYP• W66—A 25mph 25mph _. Lu µ.. Z ~ ^ ca _j U) Lal " < _ ,M b a . o c� ,� C' DETAIL 21—\ LEWIS AVE 11 +00 DETAIL 27B 12+00 13+00 14+00 15+00 �-- L LINE N • 4 Ci q M `/O DETAIL 21 cv }- c? DETAIL 27B �'•` ;. V Ca c� V) 0 w . k. } W, r , f Rl w W11i C R 2 STOP " Lia R2 _ .TEXTURED PAVEMENT a . 25mph LIMIT W63 R1v RELOCATE co cn GENERAL NOTES: 0 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. x DRAWINGS, PLANS, DATED JULY 1992, THE LATEST EDITION OF THE cn CALTRANS TRAFFIC MANUAL, AND CALTRANS SIGN SPECIFICATIONS. 9. SIGNS IN PEDESTRIAN AREAS SHALE. HAVE A CLEARANCE FROM THE 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 0 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 R2 36 x 45 2" GSP SPEED LIMIT 25 mph 2 Cl- NOTED. CONFLICTS BETWEEN EXISTING AND PROPOSED SHALL BE THE CURB. RESOLVED BY RESIDENT ENGINEER. R26 13 x 18 2" GSP NO PARKING ANY TIME 2 ° 11. THIS PLAN IS ACCURATE FOR SIGNING AND STRIPING WORK ONLY. 12MIT 4• EXACT POSITION AND LOCATION OF ALL ROADSIDE SIGNS SHALL BE W11 36 x 36 2" GSP ROAD NARROWS 1 DETERMINED IN THE FIELD BY THE ENGINEER. CD W63 36 x 36 2" GSP PED XING w 5, REMOVAL OF EXISTING STRIPING AND PAVEMENT MARKINGS SHALL BE Ottw 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 0 . x SHALL BE PAINT. G"..N`' S I GN I G' S T R I P I P"LAN C-) �7. CROSSWALKS SHALL E 10 FEET WIDE INCLUDING THE 12" SOLID SCALE 1" = 20' PAVEMENT MARKINGS AND SHALL BE WHITE UNLESS OTHERWISE NOTED. ,,,,,l o F- 3 Dec. 020 21105 — 18:25:42 D Name: N:\6ATA0102 \transp\raasfdes\road\pl\SS-1.dwg — Loyoutl Updated By: n rdf FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES L J I 1 J L LINE= � LEWIS AVE BVC 12+70.36 EVC 13+98.36 551_2'! ELEV 861.19 ELEV 861,19 BVC 14+24.00 27'---7" 271-7"EVC 12+00.00 ELEV 860,34 ELEV 858.87 128.00' VC -.,�� 0.61 ° 1 f-3ff 11-3" 0% RC-=-5.15625 PER STA 3® ® , a ss s ss a ff f ss , » s as S-61)_ „ 9 ff •367 3.3 80.00 VC 6 _10 3 —6 5 _O 11 —0 5 —0 3 —6 6 —10 100.00' VC RC=3.5789% PER STA EVC 15+04.00 SIDEWALK BIKE TRAVEL LANE TRAVEL LANE BIKE SIDEWALK OVC 11+00,00 RC=3.6600% PER STA ELEV 859.26 LANE LANE ELEV 857.39 1 NO SCALE 24PROFILE GRADE "0 SCHEDULE 30 STEEL PIPE BB 163'-62" MEASURED ALONG L LINE 2 :: EB 5a-94$1 12,—Of, 8 SPACES 16,--®ff 128,_0,! 121_0,! 5'_9/l/4f, II II II II STRUCTURAL STEEL TIED ARCH TRUSS, TYP PAINTED DUNN EDWARDS II SUSPENDED z II DE6293 VELVET CLOVER LRV14 ry II CABLE, TYP II 0 �- I __ , > .. PRECAST CONCRETE it � t � _. �... .�.�. .- f � � �LWINGWALL fs DECORATIVE WINGWALL ABUT 1 FG �— _ _ ABUT 2 42 HIGH GUARDRAIL, BARRIER, TYP APPROX OG ALONG TYP SEE SHEET S16 DATUM ELEV 825.0 RIGHT EDGE OF DECK II II AIN II PROFILE GRADE II 12+00 12+50 13+00 13+50 14+00 14+50 FOR HYDROLOGIC SUMMARY p Off 00 0 ELEVATION 1!,_20, SEE "FOUNDATION PLAN" SHEET 00 00 MODIFIED W24x94, TYP « . 8" CONC DECK 24"0 SCHEDULE W24x94 40 STEEL PIPE, TYP PILE DATA STEEL HP PILES DESIGN NOMINAL RESISTANCE 2 3 LOCATION SERVICE � DESIGN TIP SPECIFIED TIP 2-1 0 CABLE LOADING COMPPRESSION TENSION ELEVATION ELEVATION TYPICAL ETIaN ABUT 1/HP14x89 100 TONS 400 KIPS 0 781.5 (1) 776.5 (1) ABUT 2/HP14x89 100 TONS 400 KIPS 0 834.5 (1) 829.5 (1) DESIGN TIP ELEVATION IS CONTROLLED BY THE FOLLOWING DEMANDS: (1) COMPRESSION (2) TENSION INDEX TO LEWISV BRIDGE PL 0 S1 GENERAL PLAN Az S2 DECK CONTOURS S3 FOUNDATION PLAN S4 ABUTMENT LAYOUT ci S5 ABUTMENT DETAILS ca ci TOP OF SLOPE S6 RETAINING WALL LAYOUT S7 RETAINING WALL DETAILS TOP OF SLOPE--.,., S8 TYPICAL SECTION f,,, PRECAST CONCRETE _ " S9 TIED ARCM TRUSS DECORATIVE SEAT LEGEND: S10 TIED ARCH TRUSS DETAILS No. 1 RETAINING WALL No. 1 S11 TIED ARCH TRUSS DETAILS No. 2 RETAINING !' 4" R PAVERS S12 TRANSVERSE DECK BEAM WALL No. 2 4 x TUMBLE OMAN ERS S13 MISCELLANEOUS DETAILS I Ll S14 DECK REINFORCEMENT COBBLESTONE PATTERN STAMPED CONCRETE S15 GUARD RAIL & LIGHT DETAILS ». „y,, Ell . .. v � -� , BARRIER & SEAT DETAILS � .< DECORATIVE , .; u»ti}. „ dry ✓. d a .. *,;.. .,,'.. .. ,. w. �.,, ...,,x.e� ..,., .,, ,..r"• .<.. , ,:, >.. a, r.,::...,,,.,. ".,<. ,�n a, . ... . ,« ...v r ,<a , ,,, m- a 2 ms's ,v �w ..,�, a .:, ,e ,. w , a�, .. r .. "ra � ., �. �,,, . c *,�,' .+..�'�`a�,.w,:,x . .~a a "^�'�- ^,,'.. ;?+, .,. .,.,k ,,.: ,: ,4.,„,. -, `�ry '�, .r� s,,,,.,- r ,.,ash:,. ,.,,,. .r.,.,.,.._ 6 —0 1 S17 DECORATIVE URN CONTRASTING PAVEMENT IN BIKE LANE TYP _ . S18 STRUCTURE APPROACH TYPE N(30S) 12+00 �— 13+00 L LINE 14+AB (DAVIS COLORS PEBBLE #641 ) S19 STRUCTURE APPROACH AND DRAINAGE DETAILS 12+52.60 BB S61`25'51 E S20 LOG OF TEST BORING ty 1 14+16.13 DIRECTION OF TRAVELELEV 860.60 ELEV 860LEWIS AVEINDEXTO PLANS .S- ..x1 DATED JULY 2002 NOTES: A10A ABBREVIATIONS 0 STRUCTURE APPROACH SLAB TYPE N(30S) Al OB SYMBOLS A62B LIMITS OF PAYMENT FOR EXCAVATION AND 10" WATER LINE BACKFILL BRIDGE SURCHARGE AND WALL - PEDESTRIAN -� — -_ A62C LIMITS OF PAYMENT FOR EXCAVATION AND LIGHT, TYP OVERLOOK, � �_ TYP DECORATIVE URN, TYP 8 CASING FOR GAS LINE BACKFILL BRIDGE BO--1 BRIDGE DETAILS TOP OF SLOPE 130--3 BRIDGE DETAILS S41 CREEK BED BO--13 BRIDGE DETAILS TOP OF SLOPEIN W 86--21 JOINT SEALS MAXIMUM . MOVEMENT RATING=50mm (2" °` s, of fa 87--10 UTILITY OPENING BOX GIRDER '., FOR GENERAL NOTES", SEE DECK CONTOUR SHEET PLANSTANDARD PLAN SHEET NO. 1"=20' rs to DETAIL NO. 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 BRIDGE BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCO POST MILE QUANTITIES BY: M. KANAAN CHECKED: J. MANISCALCO SPECIFICATIONS BY: M. KANAAN CHECKED: J. MANISCALCO L";"ITY OF AT_ASk0;`APU`h�RV` GENERAL PLAN ORIGINAL SCALE IN INCHESI T I T DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 1 2 3 EARLIER REVISION DATES 'Sl S20 Aar.15,2006— 17:07:55 DWG Name: N:\6ATA010200\transp\mostdes\road\dwg\Sheets\S-01—GP.drag—layouts Updated By. njarrell e-- N F- F_ D D m m c4i ------ EDGE OF DECK c.,, I I N 0o a° -----862.00 0 �- .O N I I a 12 -00 LEWIS AV 13 0 _ - 14 0 I w 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 "--10'—o$) GENERAL NOTES LOAD FACTOR DESIGN DESIGN: BRIDGE DESIGN SPECIFICATIONS (LFD VERSION APRIL 2000) (1996 AASHTO WITH INTERIMS AND REVISIONS BY CALTRANS) 42DEAD LOAD: INCLUDES 35 psf FOR FUTURE WEARING SURFACE. " SCHEDULE 3O 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 fy = 60,000 psi CONCRETE: f c = 4,000 psi TRANSVERSE W24x94n — 9 „ 2 SCHEDULE-"- 40 ABUTMENTS (WORKING STRESS DESIGN) 5FES STEEL PIPE S� � -•- •4®�q fs -- 24,00® psi f'c -- 1 ,440 psi s`," MAJDI M,, KANAAN CONCRETE STRENGTH AND TYPE LIMITS. Ex 7 0 �► STRUCTURAL 1 . STEEL SHALL CONFORM TO THE FOLLOWING GRADES, NO SCALE STEEL: UNLESS NOTED OTHERWISE.;LEGEND m' ALL BEAMS, ANGLES, PLATES, PIPES, ETC. ASTM A36 STUDS AND BOLTS ASTM A307 STRUCTURAL CONCRETE BRIDGE : . j. STRUCTURAL CONCRETE BRIDGE 2. ALL STUCTURAL STEEL SHALL BE DETAILED, FABRICATED A0 ERECTED IN ACCORDANCE WITH THE AISC CODE OF STANDRd (4000 psi 2 DAYS) PRACTICE (1992 EXCEPT AS MODIFIED IN THESE NOTES ::SND PROJECT SPECIFICATIONS. STRUCTURAL CONCRETE BRIDGE FOOTING : CABLE ROPES: ASTM A603 W/ CLASS A GALVANIZING 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 ENUE BR BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOPOST MILE QUANTITIES BY: M. KAN MANISCALCO N CHECKED: J. MANI CO SPECIFICATIONS BY: M. KANAAN CHECKED: J. MANISCALCO CITY uF ATASCAum"' ERuj% DE K ONTOURS REVISION DA ES PRELIMINARY STAGE ONLY SHEET F ORIGINAL. SCALE IN INCHES DISREGARD PRINTS BEARING T 0 FOR REDUCED PLANS 0 1 2 3 EARLIER REVISION DATES S2 s20 Mar.15,2006—17:41:14 DWG Name: N:\6ATA010200\transp\mostdes\road\dwg\Sheets\S-02—Deck_Contoumdwg—tayoutl Updated By. n ja r l ,- . - . �� w , . . . ... , . " I' ll ,. : , I , , , i .1 I ', " �, . , i . . ,, , _ i I 11 ,` �j� ri . ,; - �– . N ul ,� , , I t-- . . E- , 1. I' ll .. ,. . ; , ' ,, , . , N N , , 11. �.- , ,� .. „� -1 I� "I rl„ , 0 t� ;. . N , , my 4 .. z —. Z)j _,. y,,,,,� „ , +1� .,...'. RW NO.1 LOL - l _RW NO.2 LOL « s .., �,., . s si S 61 25 51 E H I-+� ` H S 61 25 51 E . 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I�I'L11,,�,,�.,InI�I II I1I"�I,�;I��I 1I N ; . , A. , ,a H I--� 4-rl H . __ - , 13+00 14+Oo ., __ L LINEI LEWIs AVE I �s�I �� 1'�� srr I - ,' x.-.+.r� awfwwwyw.nraww°+wrurMq'1 ,..,�f inn w..�rr_.r....r II e I11I .V • ' S 61 25 51 E a �� 1, +56_.09 2 I __ . l BRG ABUT 1 r, BRG ABUT 2 I „> H (H tH , �r �, �-- SIPHON TO B E ..,y r`- _ N REMOVED B Y OTHERS --- , __ __ ___ f H I-� H 847 25 I - H I--a I H I �,. 1I , w . . sew. WI .GWALL LOL H H,,� WINGWALL LOL „ ,:- s 61 25 51 S E , S 61 25'51 E I __ , j " . ... .n. , , : .. : ,, ,. i I I .� ',y C t „ �.. , �. • .. , .. s .,. . -, - „ a,. . : , r . ... .. ; .. ,�.,. -. , — - " I - - -- -. - ..., -:, — F.. - _ f � " ' I " I I 1 � � � �, I I I I " . I 1 � I I I 1 7 14 II I II I I � HYII,-l�� I DROLffW0%11, IC1II 1 . SUMMARY-1I",�I"�',1'1,,,--"I�I 1 1--,I1-1��1����I����I�i;�IieI4�I:���;;:�i����;IiI�:;i����;I1�Ii�I;���.�I.�I���r1I�II��II"".,I,1'I,.�,I.'.�,/�-,1-1,,-."1"--1,'��,/-,,,��i,II,I�,1---,11-.1.�-,�.,'.,-1/�II-1.-'-111-,--"-I1.1,1,,1-,I./,1.-111-"I--1i1,--,1�:1--,I-,,-,1-1-1-, DRAINAGE AREA: 18.9 SQUARE MILES SCALE: 1 "=10'--0" . DESIGN BASE OVERTOPPING FLOOD FLOOD FLOOD NOTES. LEGEND: FREQUENCY (YEARS) 50 100 N/A 1 . FOR UNDERGROUND UTILITIES, SEE ROAD PLANS. INDICATES HP14x89 STEEL �?l. ..�...;. 810® 9350 N/A H NOT ALL PILES SHOWN . I --�I=t"Mlz=�,< IS"N DISCHARGE (CUBIC r FEE`T PER SECOND) � : .. . II I II Ur'go%—' 11"-T ITffo OIF -AI TI AaaA*As L'ft;Auwm-"EaM0fta u^ I -- I FLEOW=UI D OU BI WATER SURFACE (ELEVATION AT BRIDGE) 854.18 855.47 N/A ,,.-*.-.G`.`I N.. ,..E".,.t,-",,,*";*.��" 2. NOT ALL PILES SHOWN FOR CLARITY. '` 3. CONTOUTRS SHOWN ARE EXISTING GROUND. H, INDICATES HP14x89 ST,EE: :`P .E, �.V.-... FLOOD PLAIN DATA ARE BASED UPON INFORMATION AVAILABLE WHEN THE PLANS WERE NOT ALL PILES SHOWN : .~ :::, PREPARED AND ARE SHOWN TO MEET FEDERAL REQUIREMENTS. THE ACCURACY OF 4. FOR GRADING DETAILS, SEE ROAD PLANS, '� SAID INFORMATION IS NOT WARRANTED BY THE STATE AND INTERESTED OR AFFECTED INDICATES HP14x89 STEEL. PL:E,t �: PANTIES SH®ULD MAKE THEIR OWN INVESTIGATION. 5. TOPOGRAPHIC SURVEY AND INFORMATION PROVIDED PREDRILLED HOLE AND 'VRTI�CAL ��PILE BY "REESE WATER 8c LAND SURVEYING SERVICES" (ABUT 1 ONLY). DEPTH OF, -•PR.EDI�L.LED HOLE TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER POTHOLING 30" SD. CONTROL POINT DATA N0. NORTHING FASTING ELEV DESCRIPTION INDICATES BOTTOM OF .1 1 FOOTING ELEVATION 5. 1. a 101 ,.. 5000.00 5000.00 860.36 SET 5/8 REBAR, PLASTIC CAP AND TACK MARKED CONTROL POINT - ,� ss 0 .�'" ►: 104 5201 .46 4636.68 856.90 FD 1 OPEN IRON PIPE IN MON. WELL, EAST MALL LEWIS AVE. WWW•: .: II . ., 105 5105.53 4812.49 855.79 SET 5/8" REBAR, PLASTIC CAP AND TACK MARKED "CONTROL POINT" ,: . ® ,r®. Il �� 115 4954.20 5090.11 859.40 FD CONC NAIL c4c 4 NAIL STRADDLERS ®� � ° ;# II a - --------- VERTICAL DATUM BASED O NAVD88 a BY: CHECKED: fx DESIGN M. KANAAN G. DREESZEN/J. MANISCALCO LOAD FACTOR LIVE LOADING: HS20-44 AND ALTERNATIVE BRIDGE NO. DESIGN AND PERMIT DESIGN LOAD VE i BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCO POST MILE BYCHECKED: DY: CHECKED: T L80 QUANTITIES M. KANAAN J. MANISCALCO SPECIFICATIONS M. KANAAN J. MANISCALCO ORIGINAL. SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF R FOR REDUCED FLANS 0 1 2 3 EARLIER REVISION DATES1- I I I S3 S20 Mar.15,2006—17:42:06 DW Name: N:\6ATA010200\transp mostdes\road\dwg\Sheets\S-03—FOUNDATION—LAN.dwg—Layoutt Updated 6y. njorrell WINGWALL/ WINGWALL/ RETAINING WALL LOL APPROACH SLAB CMU RETAINING WALL RETAINING WALL LOL CMU RETAINING WALL LEWIS AVE. AT ABUTMENT 1 ONLY AT AUBTEMENT 2 ONLY « « w I 33 I « --j d o o < 18%18%1 STEEL o I I ITREINFORCED 14a EXPANDED I #8 N N BAR ? ELASTOMERIC I POLYSTYRENE, TYP 0 z BEARING PAD, TYP TOT 8 PER ABUT HP14x89 TLo 7" A 2 0 H OLES 1 N f, J, BOTTOM p EDGE OF BRG ABUT Qi BRG BUT OF FOOTING FOOTING (� —6 I 144 EXPANDED -1 r ao POLYSTYRENE, F , 'TEEL PILE ANCHOR TYP STYRENE, TYP L� J_jSCALE 44 1 ' C r l . 1 — — 1 8-634 1 4—baa 1$-6$ I 1 a_6a4 4 ff 1 o$-544 'IS-5" 1 34-544 1 o4-54f 4 " op-6$f ELASTOMERIC BEARING ELASTOMERIC BEARING 0 _6 PAD SPACING PAD SPACING - 194_04f 1 g4-®34 27P-7$p 274_704 ELASTOMERIC BEARING PAD 559-2$$ 54_29i EDGE OF GALV CONCRETE BARRIERS Sc RAILS ABUTMENT LAYOUT SHEET METAL NOT SHOWN FOR CLARITY SCALE: YAf4,« TOP OF APPROACH SLAB WATER PIPE LINE B SIDEWALK 71, FUTURE CONDUIT---VLEWIS AVE. PG&E CONDUIT CONCRETE CURB, 34 BRG - PAD TYP 2 CONDUIT FOR IRRIGATION PIPE, TYP I I ,I 0 I opo® c�o�o I ® o ® o 19—o" 4f_V$ ®�a`� GALV SHEET METAL FG ALONG FACE CONSTRUCTION (y16" THICK) OF ABUTMENT JOINT, TYP i� I3» 3" NOTE: COAT TOP OF BEARING PAD WITH SILICON GREASE PRIOR TO PLACING SHEET METAL. GAS PIPE LINE, UTILITY OPENING, B7--10 z 0 NOT ALL PILES SHOWN TYP -- z o GALV SHEET � FOR CLARITY 4f --� METAL BO-13 SCALE:SCALE. Y41 —0 QI J 13-1 �— _j ,— W < UJ < 7 SPACES 523-294 c� LEWIS AVE. 14 644 I 26'_13' ! ! 26t_1 33 I 18 64f -----�- — 39f BRG PAD 344 MIN 24—oaf CLR ! 1 LEVEL _� PILES, B ACK ROW I0""'E " T I A` N R R 0 .. .. ._ .— ...... ! ! � —. ..�. � -�- �. BRG ABUT a ! ! I BEARING04` PAD DETAIL EXISTING 30" SD. SCALE: 1 "=V-0" KAGAA 77 �- -- -- -- �. PILES FRONT ROW POT HOLE LOCATION l ! ! a Exp.C R ! ! BEFORE DRIVING PILES civi J NOTES: `o 4 f4 _ 4f 4 " 4 " 1 . ABUTMENT 1 SHOWN ABUTMENT 2 SIMILAR LEGEND . 1 —6 ABUT 1 - 3 SPACES C� 5$-0$9=15$—O$$ ABUT 1 �-- 2'—6 1 --6 3 SPACES C 5f-4"=16$—O" 1 - 4 ABUT 2 —3 SPACES @ 54-434=16$-044 ABUT 2 = 1'— 4a , FOR "SECTION A—A34 " T _ INDICATES VERTICAL PILE . 2 0 "SECTION B BSc 19'—C 174-294 19$_C SECTION C—C SEE "ABUTMENT DETAILS" SHEET INDICATES BATTER PILE 554-244 3. FOR RW LAYOUT & DETAILS, SEE "RETAINING WALL LAYOUT" & RETAINING WALL DETAILS" SHEETS INDICATES PREDRILLED HOLDFOOTING PLAN 4. FOR STRUCTURE APPROACH, SEE "STRUCTURE AND VERTICAL PILENt SCALE: X"=1 a—a44 :4 !4/ APPROACH SLAB DETAILS SHEET -;,, INDICATES EXPANDED 5n FOR WINGWALL DETAILS, SEE CALTRANS POLYSTYRENE STANDARD PLANS B0-1 BY: CHECKED: LOAD FACTOR LIVE LOADING: HS20--44 AND ALTERNATIVE DESIGN M. KANAAN G. DRESZEN/J. MANISCALCO DESIGN AND PERMIT DESIGN LOAD BRIDGE NO. LEWISPREPARED FORTHE 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: T0FATASCA ABUTMENT LAYOUT J. MANISCALCO J. MANISCALCO ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS p 1 2 3 EARLIER REVISION DATES -•--�-�- S4 S2p Mor-.15,2006--17:47:30 OVA Name: N:\6ATAt340200\trans\mastdes\road\dwg\Streets\S-04—ABUTMF�IT.,.�.AYOUT.dwg—Layoutt Updated 8y. njarreil NOTES: 1 . FOR 420 SCHEDULE 40 STEEL PIPE BB OR EB _______ BRG ABUT DETAILS, SEE "TIED ARCH TRUSS DETAILS" SHEET JOINT SEAL, TYPE B 19-51 99 RWL®L �MR--1Y2'f) 1 a_Dfa 2'--6" 3'-1 1 " Y2 2. FOR STRUCTURE APPROACH, SEE "STRUCTURE K'6' -21 — � APPROACH SLAB DETAILS" SHEET 2" EXPANDED POLYSTYRENE BO-13 1 '—Cp CMU RETAINING WALL #11 p TOT 2 CLR 13-2 BO-3 WATERSTOP #9 TOT 8 3-6 GEOCOMPOSITE STRUCTURE ABUTMENT DRAIN 4 CONSTRUCTION JOINT APPROACH #4 ��l 12 REINFORCEMENT STRUCTURE 5 RETAINING WALL APPROACH # - 42" SCHEDULE 30 TYPE 6 #4 I �1 12 STEEL PIPE ® • � rB3-11 ® v PG&E CONDUIT - —-- B EYO N D q ♦ ♦ • a a • ♦ e • END DIAPHRAGMOUTLINE UTILITY OPENING B7-10 • ---------------- a of 1 9f EXPANDED #6x3 —0 12 I _ _ POLYSTYRENE r 1 7 t 12 I GEOCOMPOSITE DRAIN I I • I SEE "DRAINAGE DETAILS" I I GEOCOMPOSITE DRAIN I ON "STRUCTURE APPROACH --— —� • SEE "DRAINAGE DETAILS" I — — — — — • I DETAILS" SHEET END DIAPHRAGM OUTLINE ON "STRUCTURE APPROACH I a9 SEE SECTION D—D ON rB -3 DETAILS" SHEET 1Y� � BOLTS a9 99 • • �. BRG ABUT I NOT ALL BOLTS TYPICAL SECTION SHEET 3-4 I SHOWN FOR CLARITY FOR REINF. � � � 8" CASING #6 @ 12 e ,�• -� SEE CONNECTION #6 12 PLATE DETAIL ON • I ~� "TIED ARCH TRUSS I }, 14" HOLE. FILL SPACE I I #6 12 ] #6 12 ,, DETAILS Na.1 SHEET 4 12 BETWEEN CASING AND ABUTMENT I I BACKWALL W/ ORTOR AFTER #6 C� 12 s � #7 C 12 I '# } TOT 2 WRAPPING CASING Wr 2 LAYERS q /11 I OF 15# BUILDING PAPER #4 @ 12 I s 12 BACKWALL 2" CHAMFER, TYP 1 1 SECTION A-A #4 @ 12 I cJ CONSTRUCTION I 9, TOT 9 JOINT . # , 6 @ 12 CONSTRUCTION JOINT SCALE. /_21 19_099 I APPROX FG ` APPROX FG 4 12 ---�. as 6 STRUCTURE APPROACH • • #9, TOT 3 BARRIERS NOT 6 12 SHOWN # w w 0 EXPANDED POLYSTYRENE �I #4 Cgs 12 w I TO MATCH BEARING PAD w THICKNESS B0-13 w 13--1 _ � ♦ ♦ 4" EXPANDED #9, TOT 9 • • • 1 EXPANDED POLYSTYRENE, TYP ® • • • • • • ♦ e w FF — �l POLYSTYRENE w 13 � #5 -- 13 -2 ---#4 @ 12 �, � � � 12 \ i . C. v # 4 C� 12 6 @ 12 5 @ 12 # # #s @ 12 i * FIELD VERIFY 1 I HP14x9 STRUCTURAL Y2" EXPANDED POLYSTYRENE ° STEEL PILE AND Y2" EXPANSION #4 @ 12 JOINT FILLER LAYERED TOGETHER, TYP i #6 0 12 • ♦ • HP14x89 STRUCTURAL 1 asaf • • STEEL PILE 3,—Off • e • • e • q q • s • 1 f—�f9 3pOpp 1 13�4a9 28-01�49f 1 '-69i i . • FOOTING CONSTRUCTION JOINT f—Off . • • • • o • • e • • ♦ . • . • • o • • fl SECTION A-A SECTION B—B SCALE: 3/,99 19_O" SCALE: /�"--19_0" y r Yl 11 A SHEAR 5^' 4 4 ^F SCALE. Y2"=1 a—Os9 p t r #� cl BY: CHECKED: LOAD FACTOR LIVE LOADING: HS20-44 AND ALTERNATIVE BRIDGE NO. DESIGN M. KANAAN G. DREESZEN/J. MANISCALCO DESIGN AND PERMIT DESIGN LOADPREPARED FOR THE BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCO %tY LOF POST MILE QUANTITIES BY: M. KANAAN CHECKED. SPECIFICATIONS BY: M. KANAAN CHECKED. Atm$UTMENT DETAILS J. MANISCALCO J. MANISCALCO ORIGINAL. SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS p 2 3 EARLIER REVISION DATES ---->° S5 S20 Mar.15,2006--17:52:32 DWG Name: N:\6ATA010200\transp\mostdes\road\dwg\Sheets\S-05—Abutment DETAILS.dwg—Layautl Updated By. njorrell 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 27.25 LT _STA 14+16-13 27.25 LT AP 10+42.61 RW LOL1 [RW LOL1 STA 10+72.60 RW LOL3 STA 10-I-00.00 RC 10+23.64 RW LOL3 ' STA 12+22.62 26.67' LT E:ND RET WALL 1 BEGIN RET WALL 3 STA 14+39.46 25.50 LT STA 1 1 +80.01 26.67 LT 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 � END RET WALL 3 No. RADIUS DELTA LENGTH TANGENT (D 12.35 30°49'39" 6.64 3.40 1 13.02 30°49'39" 1 7.00 3.59 RETAINING WALL No. 1 RETAINING WALL No. 2 12+00 S 61025'51 " E 14+00 S 61025'51 " E PLAN VIEW SCALE: 1 "- 10'--0" TOP OF WALK GENERAL .- Npo"'TES SPLIT FACE CMU OUTLINE OF 1 . DISTANCE OF THE FOOTING TO THE DESCENDING SLOPE SHALL BE PER UBC SEC. 2907(d)3 PER AGENCY REQUIREMENTS. 0G SLAB ABOVE 2. ALL CONCRETE SHALL BE POURED IN ACCORDANCE WITH SSPWC SECT. 300-3.3. R WL O L 2 1-07) 3, SPECIAL INSPECTION NOT REQUIRED FOR RETAINING WALLS. #4 @ 12 I 4. PROVIDE FULL MORTAR BED AT THE BOTTOM OF THE FIRST COURSE AND OMIT MORTARBETWEEN VERTICAL JOINTS OF FIRST COURSE. P�q I PF5. GROUT ALL CELLS WITH REINFORCING BARS. 6. HORIZONTAL JOINTS SHALL BE TOOLED CONCAVE. WEATHERED VERTICAL JOINTS SHALL BE TOOLED CONCAVE OR RAKED. WEATHERED 00 AND RAKED JOINTS ARE NOT PERMITTED FOR SLUMPED BLOCKS. 7. HOLLOW MASONRY UNITS...ASTM C90, GRADE N, TYPE I OR Il, NORMAL WEIGHT UNITS WITH MAXIMUM LINEAR SHRINKAGE OF 0.06% 5 @ 16 #4 @ 16, TYP GROUT SOLID, TYP MORTAR ... 1 :0.05:4.5 PORTLAND CEMENT:LIME:SAND RATIO GROUT ... 1 :3:2 PORTLAND CEMENT:SAND:PEA GRAVEL RATIO 1 '-0" f'c-14 MPa (2,000 PSI) #4 Q 12 ,> TYPICAL CMU WALL SECTION 8. REINFORCING SHALL BE LAPPED A MINIMUM 40 BAR DIA. UNLESS NOTED OTHERWISE PER SSPWC SECTION 201 -2. JOINT REINFORCING,,~ 2'-0 WIRE SHALL BE PER ASTM A82. SCALE: 1)/2"= 1 '-0)) FOOTING STEP DETAIL SCALE: y2,� 9. BOND BEAMS SHALL BE PLACED AT TOP OF WALL AND SUBSEQUENTLY SPACED NOT TO EXCEED 1 .2m (4'---0") O.C. BELOW. _ 19_0 , 10. THE BLOCK WALL SHALL BE CONSTRUCTED IN ACCORDANCE WITH SSPWC SEC. 303-4.1 . 11 . CONCRETE SHALL BE 295-C--17 500-C-2500) PER SSPWC SECTION 201 -1 . °± 12. VERTICAL EXPANSION JOINTS SHALL BE PLACED AT MAXIMUM 96' O.C. USE 1 /4 PREMOLDED EXPANSION JOINT FILLER, CAULK"'8b ,'- y ' DESIGN BY: M. KANAAN CHECKED. G. DREESZEN J. ISCALC4 LOAD FACTOR LIVE LOADING: HS20-44 AND ALTERNATIVE BRIDGE N0. s DESIGN AND PERMIT DESIGN LOADLEWIS' AVENUE BY: CHECKED: BY: CHECKED: PREPARED FOR THEBRIDGE DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOPOST MILE QUANTITIES BY: M. KANAAN CHECKED: J. MANISCALCO SPECIFICATIONS BY: M. KANAAN CHECKED: Cit T Of"AF A aim AA "vftAC A OU"E R 0% mKETAINING WALL LAYOUT J. MANISCALCO ww ORIGINAL. SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS p 2 3 EARLIER REVISION DATES A- S6 S20 Mar.15,2006-17:54:51 DWG Name: N:\6A7A010200\transp\mastdes\road\dwg\Sheets\S-Q6-Retaining-Wali,Loyout.dwg-Layoutt Updated By n jarrell 72'--7y4" MEASURED ALONG RETAINING WALL LOL1 45)_7)/4), 279_0)9 RETAINING WALL TYPE 2 H=6' RETAINING WALL TYP 1 H=5' 24'---0" 24'--0)' 24,-0 EXPANSION B0-3 JO#NTS 3 `� RETAINING WALL TYPE 2 TABLE NOT ALL RAILS SHOWN H W D K M X BAR Y BAR Z BAR FOR CLARITY _._._.._. .. 6)_0,) 4)—OJ) 1 ,_3„ 1 J_OfJ 2'_0„ #6 @ 16 #4 Q 16 #5 Q 16 TOP OF WALK � � � STA 11 +80.01 I I I I TOP OF WALK 8)-0" 5'—6" J-6)9 l '-3" 1 —0 4f—0 #7 @ 16 #4 Q 16 f 9r ,) #5 @ 16 OFFSET 27.00 LT I I I I I EL 858 54 � 1 1 � STA 12+52.60 LIJ OFFSET 27.59 LT NOTES: EL 860.05 1 . PROVIDE SPECIAL INSPECTION FOR OG DISPLACEMENT OF REINFORCEMENT. TOP OF FTG 2. FOOTING TO BEAR ON UNDISTURBED EL 854.17 SOIL OR 90% COMPACTED FILL. RWLOL EXPANSION `� �.� 3. FOR SIDEWALK, SEE ROADWAY PLANS. JOINT BRIDGE ABUT NOT SHOWN GUARD RAIL, SEE "GUARD B0-3RETAINING WALL I DEVELOPED ELEVATION 3--4 RAIL LIGHT & SEAT DETAILS" SHEET SCALE. 1 f)-5)-0>f #4 @ 12 SIDEWALK 2% 0 2—#4 a TOT 4 RWLOL " 3/4 DRIP GROOVE 4 . 37'-11 " MEASURE RWLOL ALONG RETAINING WALL LOL4 " #4 �— @ 12 2 9> BRIDGE ABUT 32'-0" NOT SHOWN 9 ,) B0._._3 SIDEWALK 2"26 --0 1 1 --1 1 EXPANSION 8" SPLIT FACE TOP OF WALK RW TYPE 2 RW TYPE 1 JOINTS CLR ----.�� H=6' H=4' CMU GROUTED H GEOCOMPOSITE STA 14+16.13 2—#4 " ° SOLID DRAIN OFFSET 27.59 LT �' EL 860.05 „ � TOT 4 EXPANSION FG I " � I I 12" SPLIT FACE rBO-3� ------JOINT I I I I � - 4 C� 16 CMU GROUTED OG 3— _ _ _ _ _ _ _ — _ _ ® _ __ - _ _ _ x /4 DRIP GROOVE -�-YP SOLID � U� '= w FILTER TOP OF WALK < v ' 2 2 > FABRIC >_ STA 14+53.39 0 0 3 PERFORATED TOP OF FTG o .,.> C.,LR � � " DRAIN PIPE OFFSET 23.67 LT � -- GEOCOMPOSITE N 4 EL 855.61 EL 859.11 � #4 @ 24, DRAIN N � #4 TOT 5 NOT ALL RAILS SHOWN TYP Y BAR FOR CLARITY TOP OF FTG w 8" SPLIT FACE FILTER FABRIC EL 856.58 a Q CMU GROUTED e SOLID 3" PERFORATED RETAINING WALL 2 DEVELOPED ELEVATION `v N � 4" DRAIN PIPE � 0 ° SCALE. 1 ff=5f—Off ° i i e � X BAR '4 TOT 5 U # Z BAR #4 @ 16 t 3 KSI 3 KSI CONC FTG cr_ CONC FTG 1 '-0" 1 '__.-0" 5 Q 16 v 3, 0)) RETAINING WALL TYPE 1 eJ 2 T ♦ SCALE. 1 "- V-0" RETAINING WALLTYPE 2 SCALE: 1 = 1 —0 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 LEWISENE 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 RETINN Ap"A I ALL E ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 1 2 3 EARLIER REVISION DATES S7 S20 Mar,15,2006-17:55:44 DWO Name: N:\6A$A010200\transp\mastdes\road\dwg\Sheats\5—Q7—Retaining—Waif—Details dwg—Layoutl Updated By. n jams l L LINE -= 551-2" � LEWIS AVE 13) z 271-7,7 27)"'79} TYP 19-3" 1 '-3" #4 @ 18 EXCEPT AS NOTED, SEE "TOP SLAB REINFORCEMENT" 39-69) 5)---071 119-0)) 117-099 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 OR EB TYP W24x94 CL W24x94 #6 S=13 I 15��" MAX .� 1 BO-5 CHAMFER & 11-4y4" 1 ' 4/491 5--10 1� » VARIES 8 TYPICAL EXCEPT 42 0 SCHEDULE 30 2-1 CONDUIT 2 AS NOTED c� SUSPENDED CABLE STEEL PIPE FOR LIGHTING, #5 @ 9 OR 4,-0„ SEE ELECTRICAL ^ I I I I PLANS ^tet- •® �� lox. • • • • • 2-1 " CONDUIT I I PRECAST CONCRETE I f \ • • • • • • FOR LIGHTING ! I 1 '--�-0" { I 2-299 CONDUIT 00 • • rBO-5 BARRIER DECORATIVE, I 1 FOR CABLE CO. • • • 5-11 2" CONDUIT I 1 I 7, TYP I 1 I „ #4 TOT 4 EACH BAY #4�C 12 FOR IRRIGATION 1 I i 2-5 PVC CONDUIT FOR FUTURE 1 I 1 2 CONDUIT U If 1 UTILITIES. ENDS TO BE SEALED - � w 1 11 i FOR IRRIGATION #5 @ 18 #5 TOT 7 EACH BAY #4, TOT 2, TYP PLACE BARS I 0 x � I PARALLEL PROFILE GRADE ^1 < Q • • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TO � LEWIS I — > AVENUE SPACE 1 —2% —2% I #5 @ 12 ALONG (T- - -�-- ^ CL ABUTMENTS `6o od o o DRIP — • • ._.� _ .— .._.._ _. ._._.. .— ._.._ _ .�._ .W._ ... .— W._. _ _ —. —. _ —. .— .— _ ._._. ______ �.. ___.__ __._. ...�.. ..._.. ,_.... ,.... ..�.,. ,....,,... ._.�. .,..,.. ,_.,. ..._. 2-1 —1 i9 0 CABLE DR GROOVE, 4 #9 TYP • ® . . R=6 Y2„ ....... 299 TYP TOP 8c BOTTOM-- 2 - OTTOM 1 ,-6 ), W24x94 8" CONC DECK 1 y2 TYP 2-5" CONDUIT 24"� SCHEDULE 40 EXCEPT AS NOTED FOR PG&E ELECTRIC LINES 1 �-099 • TYP STEEL PIPE 24" SCHEDULE 40 TYP END DIAPHRAGM STEELPIPE, TYP 8" SCHEDULE 40 STEEL PIPE CASING FOR 10" DIP FOR FUTURE I SOUTHERN CALIFORNIA GAS COMPANY #5 @ 12 • WATER LINE 4" GAS LINE 2)099 18)—o)) 18,—^i, ^9-097 t i�\..1111 Gl. • • TYPICAL SECTION SECTION D—D SCALE: �4)i_ 1 '-099 SCALE: 3/4)9 2 CLR TYP 2'__O,P 6)) 6), 67��99 2919) 2i��)9 699 /4 Ox4' /�WELDED STUDS V 18 2) 0.C. –3 KSI NON—SHRINK 3/8" STIFFENER STAGGERED PRECAST CONCRETE GROUT MATCH BARRIER If , BOTH SIDES, TYP W24x117 BARRIER DECORATIVE----__ COLOR, TYP SELF LEVELING GROUT--�-------_ „ I 1 �x3 0 STEEL ROD #4 @ 18 EXCEPT AS NOTED, #6 -�-_ S=13" 12"� �/8 0 ATR W/ NUTS 4"x4" TUMBLE II W/ 4"x%"x4" END SEE "TOP SLAB REINFORCEMENT" 3/ & WASHERS, GALV, TYP ROMAN PAVERS II --� TYP 16 2", TYP PLATE GALV, TYP ON DECK REINFORCEMENT SHEET S IN GROUT BED I I 4 @ 12 0.C. E 3 ), '� 3/6 1 "0 HOLE, TYP # 5' 0 PVC CONDUIT PROFILE. GRADE /4 Oxo WELDED B 0—5 s/3 6,) #4 CONT I I 1�2" CLR STUDS @ 18" 0.C. .._. ...._..._.._...._ _.... .• . ....._. ._...,_.._.._. — 5/3 #5 TOT 7 EACH BAY STAGGERED i o • • • e • • • • • ® 7/8 0 A325N ^ r a r • • • r • ® • e • • a • • • • 0 O O O 4 • • • • • e ® , . • • . . . • • • ® BOLT, TYP N 3 )) L5x5x/8 0 ------------------- 9 99 1 3" CLR TYP 0 10 CASING 3/6 PPE ROLLER HANGER � M 1 N 6 CLR TO �i TYP NIGH WATER MARK @ 10'-0" 0°C:, MODIFIED OR 10 DIP 3/6 W24x94 _ GALV, TYP 6 #4 TOT 4 EACH. BAY #4 DRILL c�c BOND � W24x94 1 �. ON E-E AN DOWEL @ 24" Q.C.9 9, #4 DRILL & BOND 10 DIP 8 SCHEDULE 40 STEEL MIN 5" EMBEDMENT #4 CONT, TOT 4 ), It :a L LINE = NOTES. DOWELS @ 18 O.C. �� PIPE CASING FOR SOUTHERN SCALE: 1 1 0 STAGGER ROWS, TYP °� Q LEWIS AVE CALIFORNIA GAS COMPANY 4" GAS UNE 1 . FOR W24x94 BEAM, SEE "TRANSVERSE DECK BEAM" SHEET 2. FOR SIDEWALK AND DECK TREATMENT, SEE ARCHITECTURAL PLAN.PART TYPICAL SECTION a:... :.. i ;? 3. „ , „ FOR 420 SCHEDULE 30 STEEL PIPE DETAILS THROUGH $: SCALE. /2 = 1 —Q DECK, SEE "MISCELLANEOUS DETAILS" SHEET BY: CHECKED: LOAD FACTOR LIVE LOADING: HS20--44 AND ALTERNATIVE BRIDGE N0. " DESIGN M. KANAAN G. DREESZENjJ. MANISCALCO DESIGN AND PERMIT DESIGN LOAD LEWIS BRIDGE .*,. •.7 BY: CHECKED: BY: CHECKED: PREPARED FOR THE DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCO C A E R I T Y 0 F A T POST MILE QUANTITIES BY: M. CHECKED: BY: CHECKED: T"Y'vP I C A L S Eu`k KANAAN J. MANISCALCO SPECIFICATIONS M. KANAAN J. MANISCALCO IT 10 N 4 ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY: `: SHEET OF FOR REDUCED PLANS p 1 2 3 EARLIER REVISION DATES ------�► S8 S20 Mar,15,2006—17:56.58 DING Name: N:\6ATA010200\transp\mostdes\road\dwg\Sheets\S--08—TYPICAL—SECIION,dwg—Layoutl Updated By. n jwell ARCH 540 STEEL If SYMMETRICAL ABOUT — --Q 1140 BOLT HOLES CL CABLE FOR 1/80 BOLTS, 540 x 2" THICK TOT 16 12'_0" 8 CABLE SPACES @ 16)-0" = 128'-0" 12'— 0" GUSSET A 24"0 STEEL PIPE, DETAIL, TYP TYP ,- r ' —� 420 SCHEDULE :30 — — t STEEL PIPE -1 �~7 a { 0/ S CJP 2/4„0 CABLE, TYP 42"0 STEEL PIPE DETAIL A (:G G 0, 1: OF SECTION G 1 SCALE: 1 ,) 1 )-0,) GUSSET B PLATE DETAIL, TYP . AV VGTHREADED HOLE �.. ARCH-- F 0 R RCH=FOR 1%8"0 BOLTS 540 STEEL F�--- 60" SQ. STEEL TIED ARCH TRUSS LAYOUT SCALE: )/8' - 1 -0 �/4 2 —0 �460 x 60 x 4" THICK ' . I R-24' GRIND SMOOTH i — 42"0 SCHEDULE 30 .- STEEL PIPE SEE GUSSET CONNECTION DETAIL ) � T THIS SHEET 0 0 1 "0 x 12" HEADED STUDS @ 12” O.C. BOTH WAYS ' —1)/2 GUSSET /' v ice'' �,•�'' � . ' \11N10 0- Q . ® 0inC ONNECTION PLATE ISE IL GUSSET CONNECTION DETAIL SCALE: 1 "= V-0" ,_0)) i SCALE: 0 42"0 SCHEDULE 30 STEEL PIPE ® ' ,� �. ARCH PIPE 0 � Y2„ 3,_ 99, 1 , _0,9 cip ,> i-y)9 2 1,Y2 THICK � �..- ... . .- ' STEEL w ®� SEE GUSSET 1 I DETAIL f MAJOIX ra► s�rtlo G' rtec HEAVY DUTY STEEL a ` OPEN STRAND SOCKET, 2Y4"0 CABLE, GALV i T _ ' GALV, TYP N VI . I 47/8"� H HOLE N OTES: 24 0 SCH EDU L 30 STEEL PIPE 1 . FOR DETAIL A, SEE "MISCELLANEOUS „ DETAILS" SHEET 42 0 STEEL PIPE.. ' fit '^.51•. ..- t. •~ GUSSET A DETAIL GUSSET A PLATE DETAIL 2. FOR GUSSET B PLATE DETAIL, SEE )9 9 )> "TIED ARCH TRUSS DETAILS" SHEETSECTION * }'' SCALE: 1 = 1 0 SCALE: 1 SCALE: 1 "= V-0" DESIGN BY. M. KANAAN CHECKED. G. ISCALCO.DREESZEN JLOAD FACTOR LIVE LOADING: HS20-44 AND ALTERNATIVE v&E I DESIGN AND PERMIT DESIGN LOAD BRIDGE N0. BY: CHECKED: BY: CHECKED: PREPARED FOR THELEM` AVENUERD GI 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 I TuYss 10%F 'As T AS C A DUN`E R-ftl0mm" TIED DETAILS N 1 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 1 0 S20 Mar.15,2006—18:05:46 DWG Name: N:\6ATA010200\transp\mostdes\rood\dwg\Sheets\S--10—.Tied_Arch—Truss.Details dwg—Layoutl Updated By n jameii COORDINATES X Y A 0,0 0,0 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 I 60.000 0.042 J 76.000 31.533 K 76.000 0.042 L 92.000 30.334 J M 92.000 0.042 L H � _ _ _ _ � _ _ .� _ _ N 108.000 26.653 V 0 108.000 0.031 U . . - �" ' _ _ -- ------��M �._. _ ---____ -- _ --... �` `` -- N P 124.000 20.204 42 0 SCHEDULE 30 F Q 124.000 0.020 STEEL PIPE f-- _- `�� ' _ _- - -�- �` �- - -r.. . ` -_ -- . ,. R 140.000 10.370 S 140.000 0.005 �. T 152.000 oto -- ' - ' R=1 07.35' I � ` `� P u 50.667 28.500 ' I I ` V 101.333 28.500 ` . COORDINATES TAKEN AT CENTERLINE INTERSECTIONS ' 2Y4 0 CABLE, GALV, TYP B I I i \& v , , T i ......... C E G I K M _ O Q S 24 SCHEDULE 40 STEEL PIPE FRACTURE CRITICAL MEMBER TIED ARCH TRUSS LAYOUT SCALE: 1 "=5'--®" 0 Ca < 0 W ca 0 a F- F- [jf�\yJ z z z z z [z Yi4ernr K .W..nn. //V 9^0= (/ /0 8/0r Ices '/0 dr 0 e�0i �0{ f.nRw�n. Mawr dim CL Mew CL CL CL CL 0- isle .• CAMBER DIAGRAM SCALE: N.T.S. ma 30, 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 LEWIS AVENUE BRI® , .'", BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOA h R C I T Y A T AS C D POST MILE QUANTITIES BY: M. KANAAN CHECKED: J. MANISCALCO SPECIFICATIONS BY' M. KANAAN CHECKED: J. MANISCALCOTlEwum"k AR(o";HTRUSS ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS Q 1 2 3 EARLIER REVISION DATES S9 S24 Mar.15,2006-1&03:48 DWG Nome: B:\6ATA010200\transp\mastdes\road\dwg\Sheets\S-09-TicdJ3rch_Truss.dwg-L.ayoutl Updated By. njwell A 2Y40 CABLE HEAVY DUTY STEEL OPEN STRAND SOCKET SEE STEEL PLATE DETAIL 420 SCHEDULE 30 2Y4"0 CABLE W/ GALV. HINGE PIN, TYP I STEEL PIPE --1 Y2" THICK GUSSET If -- I -----�., HEAVY DUTY STEEL OPEN SEE GUSSET PLATE B DETAIL OPENING FOR STRAND SOCKET, GALV, TYP 1/2" f TYP SEE STEEL PLATE A DETAIL I ----- I °�- - GUSSET PLATE C SEE "TYPICAL SECTION" o � ' I SHEET FOR DECK REINFORCEMENT I t I I Y2" TYP IT, I I I 1 1 Y2 F , TYP u I 5/6>7 !I 11! I 1 TYP 1 1 y' )9 3/4 31/2 1 I 5/off � 1 I I I I I ! I I ull ur Y2„ /4' TYP I I I 1 Y2" GUSSET _ 1Y40 A325 BOLT, TYP I i 1 /2>7 NUT TOP, 1Y2„x1 ,-9„x1 J __9„ ___r _ I :�Li �_ DOUBLE TYP I Y29, SINGLE NUT UNDERNEATH, ,�-� 1 Y2>7 1Y40 A325 BOLT, TYP _ --�-_ „ TYP „ ,— ,i ,_ 99 I I 1 Y2 THICK GU SSET 1 Y2 x1 9x1 9 1 I ( I I I ry SEE GUSSET PLATE TYP 1 Y2„ 1 I > Ln B DETAIL 1)/2 THICK 2"0 HOLE, TYP TYP 1/1/2 �� 1 I 2--1 "0 CABLE I I 1 1 I 9 ,9 2-1 "0 CABLE I I 240 SCHEDULE 40 1 ,—�93 STEEL PIPE SECTION A—A 13�699 E—E A „ SCAL_E. 1 97� 1 9-097 1 � 9J 24 SCHEDULE 40 6 SCALE: 3"= l '-O" STEEL PIPE SECTION C-C OPENING FOR GUSSET SCALE. 3/4"- 1 —097 7„ PLATE C GUSSET B DETAIL ii 9 ii 6>, 699 CL 24” SCHEDULE 40 SCALE: 1 = 1 -�0 STEEL PIPE 3” 3" I 2"0 HOLE, TYP Q' '. Y"x5"x5" FE W/ HOLE loe 1-1 Y8" LARGER THAN CABLE .� THREADED END DIAMETER 2.4" SCHEDULE 40 0 STEEL PIPE o Y2 � r ®` 1 "0 ASTM A603 PRE—STRETCHED CABLE W/ SWAGED THREADED END WASHER & NUT, GALV. TIGHTEN NUT VERIFY r �.. 42"� SCHEDULE 30 TYP 5/6f7 �1 I �--'`' rr .14 STEEL PIPE �., UNTIL ALL SAG IS TAKEN OUT OF CABLESECTIONDD .. r / � r 1 Y2f, GUSSET SCALE. 1 "= V-0" 10 Lml CJP r .. TYP 2 r r r TYP 6,_33/4>f Y2" r 5/6 1Y 299 �. / rr 5,_21 fi �4 r r r ^ 2-1 "0 CABLE, GALV, TYP SCALE: 1Y2"--- 1 '-0') N r D rr D 1Y2" THICK -- GUSSET If CJP r.._._ _ _ _ ._.. ._... — _ _ _ _� — -- — — — 24"0 SCHEDULE 40 STEEL PIPE (FRACTURE R� 44d 27 42 f „ CRITICAL) — — l' -- 47/g„0 HOLE 1 r r 5N4"Ox2" THICK \ Irr r 1 ' "..._._. -- -- r 1Y2 THICK W 30" ACCESS 6Q0 ` STEEL � IQ0 ..= . OPENING i WP In 46 Q'2'4 5 r :. s a 1 Y29i GUSSET � 0 7 SHOWN SOLID 71 55 6 3 SEE GUSSET FOR CLARITY WP . PLATE C DETAIL - 79 C 5 „ TYP /6 \ 2,-61 3,-9Y2KANN�* „ NOTE: �. 1 —�" Y4 VERIFY ALL DIMENSIONS r AND ANGLES BEFORE ix ..;. FABRICATING CONNECTION GUSSET PLATE DETAIL GUSSET PLATE B DETAIL GUSSET PLATE C DETAIL SCALE: 17_079 SCALE: 1%2iJ= 19_09! SCALE: 3/4"- 1 '--0" 0/6 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 AVENU BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOPOST MILE m a QUANTITIES BY: M. KANAAN CHECKED: SPECIFICATIONS BY: M. KANAAN CHECKED: u"ITY OF ATASCADIhmm"U" DETAILS N o. J. MANISCALCO SPECIFICATIONS MANISCALCO TIED ARCH TRIUSS ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES 2 ___7 1 __T PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 1 2 3 EARLIER REVISION DATES S 1 1 S20 Mar.15,2006—16:07:13 Mr.Name: N:\6ATA010200\trans)\mostdes\road\dwg\Sheets\S-11—TIED—ARCH-7RUSS_DETAILS2.dwg—Loyautt Updated 9y. nimell L LINE _= LEWIS AVE ,,-CAMBER 7MODIFIED W24x94, ® 0 ° TYP 240 SCHEDULE 40 SEE PART TYPICAL SECTION W24x94 STEEL PIPE, TYP ! 19,_0„ 19,-0,D PIPE PIPE TRANSVERSE DECK BEAM, SCALE: /2"= 1 ,-0,i Q— 24"0 SCHEDULE 40 /�"� A307 BOLTS, GALV STELL PPE 3 WELDED STUDS /4 STIFFENER I 3i, TYP � 24"0 SCHEDULE 40 3 /4„ TYP STEEL PIPE W24x117 I II I I I I I 3/4,i I STIFFENER W24x117 I I I I I ! I ! I I CJP ! ! --WELDED STUD IL Y2 1 X13 „x 15" BENT r��° 4 TYP �, 2 �' �' `� ----- TYP N1 >, r I ! I ! ! I I ! I II I CiPTYP , I i I I �� �,,�' I 24"0 SCHEDULE 40 1 x13 ®. ® �/� STEEL PIPE 24"0 SCHEDULE 40 2-1 "0 CABLE STEEL PIPE 2 -- 1 "0 CABLE s PART TYPICAL SECTION SCALE. 1 "= V-0" i_ 1 '_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 2. FOR MODIFIED W24x94, SEE "TIED ARCH TRUS DETAILS No. 2" SHEET 3. FOR TRANSVERSE DECK BEAM SPACING SEE "TYPICAL SECTION" SHEET BY: CHECKED: LOAD FACTOR LIVE LOADING: HS20�-44 AND ALTERNATIVE BRIDGE NO. DESIGN M. KANAAN G. DREESZEN/J. ISCALCQ DESIGN AND PERMIT DESIGN LOAD BY: CHECKED: BY: CHECKED: PREPARED FOR THELEWISE - BRIDGE DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCO `W Arm POST MILE QUANTITIES BY: M. KANAAN cHECKED: A I SPECIFICATIONS BY: M. KANAAN cHECKEo: O BEAM J. M N SCALCO J. MANISCALC ORIGINAL SCALE IN INCHES TRANS` DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 1 2 3 EARLIER REVISION DATES S 1 2 S20 Mar.15,2006—18.09:45 DWG Name: N:\6ATA010200\transp\mastdes\road\dwg\Sheets\S-12—TRANSVERSE—DECK3EAM.dwg—Loyoutl Updated By. n jarrell SEE PLATE - 2)/4))0 CABLE CONNECTION DETAIL 3 COUNTERSUNK Y4 0 I /8" STEEL IE, STAINLESS STEEL SCREW SEE STEEL PLATE A DETAIL @ 6" 0.C.) TYP #4 DRILL & BOND DOWEL @ 12" 0,C. ,) MIN. EMBED 3" 6 -- TYP 6" CONC. I 1 AROUND OPENING 1 n 3 ��-- 1 I 1 Y " THICK STAINLESS I ti CLR 1 "xY2" THICK STAINLESS STEEL STEEL TOT 2 .. : . . 1 1 • . . INSIDE 0 VARIES: 0 1 MIN=3)/4" rj,..__ I I I I LJ -I 1 I • I i _Z// � I I 0 Z ® 1 I ® n 7 I I s •, DECK REINFORCEMENT, I I I TYP I I I ® ® 0.0 ° ° 2)/49'0 CABLE, GALV BRIDGE DECK i BRIDGE DECK 1 )-9 3/49) DECK OPENING DETAIL SCALE: 3"- 1 STEEL PLATE A DETAIL SCALE: 3' =l -0 9? COUNTERSUNK Y4"0 STAINLESS STEEL SCREW 3/8" STAINLESS STEEL PL @ 6" 0.C. -Z- 1 1 "x)/299 THICK STAINLESS STEEL CONC DECK 3/8"x3" HEAD STUD, STAINLESS STEEL @ 12" O.C., TYP PLATE CONNECTION DETAIL SCALE: 69)_ 1 )_09) NO a r ,. „ `. fir •� " LIVE LOADING. HS20--44 AND ALTERNATIVE BRIDGE NO. BY: CHECKED: LOAD FACTORLEWIS DESIGN M. KANAAN G. DREESZEN/J. MANISCALCO DESIGN _ AND PERMIT DESIGN LOADPREPAREDFORTHE AVENUE BRIDGE . BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCO POST MILE I�t'IT' 0 A T A%S"' A LO6,A D E mm"O QUANTITIES BY: M. KANAAN CHECKED: J. MANISCALCO SPECIFICATIONS BY: M. KANAAN CHECKED: J. MANISCALCOzS'tAo;4h' E L L A N E mam 1 'S' D E T I L S 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 1 3 S20 Mar.15,2006—18:11:41 DWG Name: N:\6ATA010200\transp\mastdes\road\dwg\Sheets\S-1l'-Misc—Detaiis.dwg—Layoutt Updated Fay. njarrell SPAN 139_399 13$-3$$ #6 @ 13 #9 R 1 g�-63 j499 STREET LAMP ABUT 1 #6 x 54'-6" 13 DECORATIVE CONCRETE SEAT, a I �' GROOVED CONTROL SEE "DECORATIVE SEAT PLAN" ABUT 2 #5 @ 6f—Of9 n.. `n X JOINT, TYP ON GUARD RAIL, LIGHT & SEAT ool #1 ® CONT DETAILS SHEET EDGE OF DECK V#7 x 109-099 TYP I . . . . . . . . . . INC— . I Y 1 i t Y I #6 x 159099 2' -1 ®" 99 #7 @ 8'--0", TYP #6 x 60'-0" @ 13 PRECAST CONCRETE LIGHT, TYP 5 , TYP 7 @ 9 --0 , TYP TYP 4 x4 TUMBLE ROMAN BARRIER DECORATIVE FL # # #4 C 16 #7 PAVERS IN GROUT BED CONC CURB #7 x 159-099 TYP TOP SLAB REINFORCEMENT ARCHITECTURAL LAYOUT LIGHT #4 @ 4" O.C. SYMMETRICAL ABOUT SYMMETRICAL ABOUT �. 6f9 799 7" 6f9 CABLE 4 4" O.C. # 7 TOP SLAB REINFORCEMENT & FINISH CONC CURB N.T.S. #4 #6 CONC DECK p co ® #7 #69 TYP #6 #4 #7 CONDUIT #5 SPAN SECTION Y-Y SECTION X-X #6 SCALE 1 "= 19_099 N.T.S. — - ,S—#9 SEE "GUARD RAIL & LIGHT DETAILS" R=19'--6;/4" SHEET FOR REINFORCEMENT, TYP ABUT 1 99 � LL ® a #5 @ 69-09f ABUT 2 # 9 99 #7 x 10 —0 , TYP gyp,, 10 CONT #6 x 26 —0 i EDGE OF DECK w 00 III I Jill [ 141 w � �. I N I X I r ' .s #6 x 60'--099 #6 x 609—®f9 11-03031 � �.,.. ,. V #5 , TYP .. o, 7 @ 9'-0" TYP #7 C 8 , TYP #7, TYP � "Or #7 x 159-099$ TYP 99 #4C::n@ 4 O.C. j . r34 Vim. d N.T.S. 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: PREPARED FOR THE LEWIS AVENUE BRIDGE DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCO 'A' LOPOST MILE QUANTITIES BY: M. KANAAN CHECKED. SPECIFICATIONS BY: M. KANAAN CHECKED: 0 A% T A b^ D�h H� 1DE(;kK REINFORCEMENT J. MANISCALCO J. MANISCALCO C I T%Ys ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 1 2 3 EARLIER REVISION DATES -10 S14 S20 mar.15,2006–1$:12:54 DWG Nome: N:\6ATA010200\transp\mastdes\road\dwg\Sheets\S-14-RECC.REINFORCEMENT.dwg–Layoutl Updated By. njarreli I I 2P-017 1 0„ � 1 ,_0„ � .Cl� A I #4@ 4" 0.C. 3 KSI NON­ _j U _ #6 17"0 STREET LIGHT SHRINK GROUT 12"�' "Z BASE, VERIFY FfELD ViRIFY #4 [ @ 4" 0.C., TYP x #10 6" MIN 5�8" i 0 1 O!n: #4 @ 18 2 #6 2„ 8" MIN 2" SCHEDULE 40 STEEL PIPE • " " N O � J Y2" 1Y2 SCHEDULE 40 BOLT, GALV W/ DECORATIVE „ 5„ 4_3/40 4 TYP MAIN SLAB HEAQ, NUT AND LOCK WASHER, GALV DRIP GALV, A.B. # REINFORCI�.MENT STEEL SLEEVE, GALV 1 #5 x 6'-0" TOT 8 EDGE #5 x 6'---0" TOT 8 �� 4-3/4 0 GALV, A.B.—i RAIL E "'7fftPAaNm 'ob*"hl('OJ" O'No J("J" INT DETAIL 12STREET LIGHT „ fqi"'UPPORT TYPICAL SECTION SCALE; 3 1 _®» ' Df SCALE: 1Y29f=1 —0 #4 TOT 3 STREET LIGHT SUPPORT PLAN SCALE: 1Y2"--1 s—op, y 6" ° TYP 3 1 l6 O TYP 3/16 p - o ------ 2"0 SCHEDULE 40 1 STEEL PIPE NOTE: PAINT ALL STEEL BLACK SECTION B �- -- -- DECORATIVE NUT — HOLOPHANE WAUIODHPMTN7N3 \ � 4 2 0 SCHEDULE 40 DECORATIVE NUT STEEL PIPE TOP RAIL 18" TO BE DETERMINED — 8' MAX. WELDED TO POST I I EXPANSION JOINT. PLACE MAX @ 24'--0" MAX AND AT J EB & BB OF BRIDGE 2"0 SCHEDULE 40 ,� � � STEEL PIPE TOP RAIL, 4" �� �� , Y2"0 ASTM A30 STEEL I( PAINT —10.C.� II �� ~— _ �— PICKET, PAINT, TYP. DECORATIVE � ,_ �, � II II FAUX RIVET, II II STREET LAMP MANUFACTURER TYPII II �2" THICK ASTM A36 ANTIQUE STREET LAMP %2"0 STEELit II STEEL, PAINT, TYP PA W17 12 2FGIUS--S ANDD PICKET, TYP. II II OR EQUAL II II Q I 11 II t N II II `O �— II II � II II � II II 2--% 0 ASTM A307 ALL THREAD I! II 6 II II ROD W/ DECORATIVE NUT, GALV. II II 4" EMBED MIN 5" IN ENGINEER 11 . IL Ll APPROVED ADHESIVE, TOT 2, TYP I BRIDGE DECK ".11lF.S. j BRIDGE DECK F.S. w r 3 �" i s } t } S 1 00 00 9) 4" 5/�"0 ASTM A307 ALL THREAD >, ROD W DECORATIVE NUT GALV. 2 0 SCHEDULE 40 4" / ' EMBED MIN 5" IN ENGINEER STEEL PIPE BOTTOM ��� RAIL, PAINT rlo LIGHT POLEAPPROVED ADHESIVE, TOT 4, TYP a'` �; AA SCALE: YZ,a_ ,. Z03k E C T 10 N A GUARD RAIL PLAN SCALE: 1 "=1 '--0" f - PREPARED FOR THE LEWIS AVENUE BRIDGE I . I DESIGN BY: M. CHECKED: LOAD FACTORT LIVE LOADING: HS20-44 AND ALTERNATIVE BRIDGE NO. KANAAN G. DREESZEN/J. MANISCALCO DESIGN AND PERMIT DESIGN LOAD BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOY OF POST MILE QUANTITIES BY: M. KANAAN GH£GK£D. J. MANISCALCO SPECIFICATIONS BY: M. KANAAN CHECKED: J. MANISCALCO cit GUARD RAIL & LIGHT DETAILS i ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF 1 FOR REDUCED PLANS 0 1 2 3 S EARLIER REVISION DATES 15 S20---- - Mar.15,2006—1&14:09 DWG Name: N:\6ATA010200\tronsp\mostdes\road\dwg\Sheets\5--15—Qard.Rad.dwg—Laywtl Updated By. njamei} -- I f 1 I t f f DECORATIVE CONCRETE SEAT, PRE—CAST BB 2--PIECES OR CAST—IN—PLACE. EB SUBMIT SHOP DRAWINGS f FOR APPROVAL 42" SCHEDULE 40 STEEL PIPE f PRECAST CONCRETE BARRIER f L _ FIELD MEASURE 8'-0" / 0-) 5 BAR LOOP TYP ZDURA ART STONE !. # , / I \ CONCRETE BARRIER (DURA ART WALL—TYPE 4) 4 I r l f \ FACE OF 42"0 / f i STEEL PIPE- -- -�' fill � F 1 o 1 _ Z 1.0 + =} 00 QCo II II f OUTLINE OF OPENING 6"xY4" STAINLESS CONC CURB I II THROUGH DECK SLAB STEEL 1 � � 1 "Ox3'-0" STEEL ROD, TYP BARRIER ELEVATION SCALE: 199=19_099 0 A V S Af f � %"=V-0"f9.�... 9 99 £ .. SCALE. /4 —1 _0 f 1 f f 2'-1)/8" '_107' 3 �/499O CO jNTER f 99 99 9 AA AA 9f /4/ �,J`,J 5 6 2 —0 6 5 SUNK STAINLESS STEEL SCREW @9 MAX DECORATIVE CONCRETE 1 SEAT, PRE—CAST -----CITY LOGO (CAST IN r (2--PIECES) OR CAST—IN—PLACE. I/ r SUBMIT SHOP DRAWINGS PLACE 0R BRONZE) 1 2% 2� FOR APPROVAL I LO 2% -�-- --�- 2% r ,27o �- '' 42"� PIPE '' / i 99 r DECORATIVE RELIEF DETAIL ' � r CONC BARRIER r r / r " r f Y29' GAP, r . R-4 r/ TYP r r f � / r r BENCH 6>,xY499 SS PLATE BB • _ >A r EB R-5/2 ' I / 499XY29A STAINLESS r STEEL ? WJ 9> / ' / 9f 99 R--4 / 3/g Ox6 SS STUDS / WATERSTOP------ / #5 r- 2 R—4)/2A9 / r f #5 @ 12, B.W. ISI U f z , LJ f 6S9 / // ,� #4, TYP DECK SLAB 99 9) 4 x4 ROMAN PAVERS \\ / BEHIND CONC CURB 11 ' g'-15 " f 9 99s �' /8 #6 x 3 —0 @ 12------' 1\ 11 / / / DECK SLAB #4 DRILL & BOND d. DOWELS Q 12 O.C. TYP 1 9- 99 0 WP SEAT ELEVATION ' SCALE. 3/499 1 9_099 u Y ( wA9l f SECTION SCALE, 3�499�19_099 f BY: CHECKED: LOAD FACTOR LIVE LOADING: HS20--44 AND ALTERNATIVE BRIDGE NO. DESIGN M. KANAAN G. DREESZEN/J. MANISCALCO DESIGN AND PERMIT DESIGN LOADPREPARED FOR THE L E W i AVENUE BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCO A T A S C D h R POST MILE QUANTITIES BY: M. KANAAN CHECKED: BY CHECKED:J. MANISCALCO SPECIFICATIONS M. KANAAN J. MANISCALCO DECORATIVAlE BARRIER SEAT D 1 RY TA N SHEET ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) OF FOR REDUCED PLANS 0 1 2 S 1 6 S20 EARLIER REVISION DATES ----� Mor.15,2006—18:18:10 0WG Name: N:\6ATA010200\transp\mastdes\road\dwg\Sheets\S-16—SEAT—DETAILS dwg—Loywtt Updated By. n jwell POURED --IN-- PLACE CONCRETE BASE 6" CONCRETE BAND URN BASE ��-- DECORATIVE URN - . MANUFACTURER: DURA ART STONE MODEL: 'JUDICIAL' -- LARGE (60" DIA x 36" H x 27" SQ BASE) MODEL #: 204 I ----------------- POURED—IN—PLACE SQUARE CONCRETE I BASE I I I ( I FINISHED SURFACEIF I I i QQ I EQ EQ POURED—IN—PLACE SQUARE CONCRETE BASE ... 39_34)) ROADWAY CURB DECORATIVE URN SCALE. 1 99=19_099 PLAN VIEW SCALE. 199=19_099 DECORATIVE URN NOTE: GUARD RAIL ---*,,, " SEEy SHEET X-1 FOR #5 x 18INFORMATION NOT SHOWN URN DOWELS, TYP TOT 4 #4 @ 24" 0.C. IQo #4 @ 12" BOTH WAYS, BOTH WAYS, TYP TYP #4 #4 @ 24" 0.C., TYP I 2" CLR 4 @ 12 BOTH WAYS, RETAINING WALL P TYP TY # v 39-099 39-099 69_099 'fie q TYPICAL SECTION ' .j MNMN nw EXP ww SCALE: 1 99=1 s_Oaa ' e. N v 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 AVENUE BRIDGE BY: CHECKED: BY: CHECKED: DETAILS N. JARRELL M. KANAAN LAYOUT N. JARRELL J. MANISCALCOPOST MILE J. MANISCALCO QUANTITIES BY: M. KANAAN CHECKED: SPECIFICATIONS BY; M. KANAAN CHECKED: J. MANISCALCO CltY 01' ATAA SCAU""ERVA' DEC00" RATIVE N 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 1 7 S20 Mar.15,2006—1819:37 DWO Name: N:\6ATA010200\transp\mostdes\road\dwrg\Sheets\S-17—DECORAIIVE—URN.dwg—Layoutt Updated By. n}amell DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS I End of = See "Approach Slab wingwall Transverse Contact �C� w Joint table ....t REGISTERED ENGINEER -- CIVIL MMD1 A. Front face of barri b bars Roadway pavement End of structure re a roach No. 9, B B o r E B ,` P P * Xp, . See Approach Slab CIIIL,e Transverse Contact Joint" tableLane Ione , typ -� Bridge deck . ,�-'� •-- PLANS APPROVAL DATE See Note 3 -+-� The State of California or its officers or agents 00' oe .. .. N shall not be responsible for the accuracy or L ----------------- ongitudinal const. completeness of electronic copies of this plan sheet. joint. 309_0" min > No$e 3(See ) 99a" bars #6 x 89 09, top n and bottom tot 6 Retaining wall See "Detail A" 30'-0" min "'''-�---PCC roadwaypavement STRUCTURE APPROACH END STAGGER DETAIL 3\d9—D99 PLAN - 349_(99 SKEW C 200 199 1 ®' SKEW> 200 No Scale Concrete barrier 2 1 /2 End of 0'-0" -- Pay limits for structural concrete, approach slab concrete barrier 4 bar See "Seat Type Abutment 4 bar chairs @ 3'---0"± Transverse contact joint Bridge deck 99 99 99989 „ 3 x 3 x 1 /4' angle Tie Details transversely and 4 --0 � See Note 5 6 longitudinally " slotted plastic BB or EB See Note 4 5 @ 12 9, pipe. See Note 2 �. b bars .. CHAIR DETAIL cv U 6 1 1 /2" � 1 '--(� 1 1 /2 � 19_099 11W 10 /299 4 0 0 0 0 See "Road Plans" ` 3" x 3" x 1 /4" angle (Galvanized) (See "Edge Angle Detail") � �°-- low side only APPROACH SLAB TRANSVERSE CONTACT JOINT w Filter fabric 0° 9 @ 6 4 @ 18 1 /8 ---- $ructure approach 0 °�.:- a bars w � Pourable seal WITH AC ROADWAY WITH PCC ROADWAY r.- APPROACH SKEW PAVEMENT PAVEMENT a SECTION A-A Contact joint for 299 Parallel to face Parallel to face 99 , 99 AC Pavement JointC 20° of paving notch of paving notch Geocomposite drain 3/4 � 1 —0 Contact for �J PCC Pavement o Parallel to face Stagger lines 24' 20 -� 45 9g 9 of P N use (Detail A) to 36 apart. .0 1 /4" x3/4" x8" flat E Parallel to face Stagger at each bar @ 12 centers > 45 gg. See Note 2 w of P N use (Detail A) lane line. Place 1 /4" hardboard between slab and wingwall, with smooth side toward wingwall DETAIL ADETAIL Bf No Scale 11 /2 --0 OF Concrete ` `arrier Concrete barrier NOTES. k 1 . For details not shown, see Structure Plans. 1 ' 099 1999 5 `�n�t .. -Se" "Detail B" For MR < 2", ad just bar reinforcement to clear of 4 Structure approach '� >_6,9 5 tot 4 min a sawcut for sealed joint, when required. bars Sealed 'pint 2. For drains e details, see "Structure Approach Match deck 6 @ 12 _ �- @ ' # BI ockou t for i 99 =* - y Drainage Details sheet. overhang , :.: �� m X ,. . --� X ------ �o I n t sea 4 cont tot 4 X assembly �� (c 6 3. Longitudinal construction joints, when permitted by X 5 cont. A. En ineer, shall be located on lane lines. d- 9 a bars X O . . X 4. End angle at beginning of barrier transition, end of 4— TP E3 TP B X 11 4 @ 6 wingwall or end of structure approach as applicable. Geocom osit\ ingwall car X =' p 3 drain 5 x 4,—(�99 @ 5 retaining wall • 5 x 29_0" @ 12—Y 1 4" expansion #5 x 2'--0" @ 127 � 5. For transverse contact joint with new PCC paving, Geocomposite X , / P 6 refer to Standard Plan A35—A. drain Backwall X Joint feller X 6 Backwall 3" X 6. At the contractor's option, approach slab transverse 2" 2'--0" X 1 /4 expansion reinforcement may be placed parallel to paving notch. —1101 joint filler Spacing of transverse reinforcement is measured 9' MR v along roadway. SECTION C-C SEAT TYPE ABUTMENT TIE DETAILS SEE NOTE 1 Remove all polystyrene, 3/ 99 4 1 )-0)$ 3 499 1 '. 09, (Type E-1 to be used, unless otherwise shown on plans.) ------- STANDARD DRAWING `I'A'T�a 0 ` BRIDGE NO. FILE N0. -1 DESIGN BY M. TRAFFALIS CHECKED E. THORKILDSEN APPROV RECOMMENDED BY LEWIS AVENUE BRIDGE DIVISION OF STRUCTURES DESIGN DETAILS BY R. YEE CHECKED E. THORKILDSEN CALIFO 'A STRUCTURE DESIGN POST MILE DATE8/92 " UT" ORE Aw1`PR0% AA0` H TYPEN(30S) SUBMITTED BY M. HA DESIGN SUPER DEPARTMENT OF TRANSPORTATION 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 DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 1 ESS/ V) Outlets, see "Road Plans" REGISTERED ENGINEER — CIVILAXPI w Toe of slope 30'-0" -- Limits of geocomposite drain End of ��. C ose t. approach slab xP �t 399 Plastic pipe ( Slatted } C, ,L at normal end Geocomposite 99 . I 3 Plastic pipe li wingwall drain (Slotted) PLANS APPROVAL DATE The State of California or its officers or agents �I Cap �i E shall not be responsible for the accuracy or II end �B 4-j Cap end completeness of electronic copies of this plan sheet. �I Geocomposite drain - �� Geocomposite ll drain pr 3" Plastic i e IF !I � p II SJF •C: (Unslotted flIf � �� ctru ctu re 11 approach 11 1+- Drainage pad G !! 11 0 II II11, See "Drainage Details" Ell Il 3" Plastic pipe g See "Drainage Details" ( Slotted ) ft i I LL RETAINING WALL. INGWALL. Outlets, see;, II ] Retaining wall road Plans �tSECT10N SECTION F—F 1 /4 — 19—0)) 99 8 98 For pipe layout at staggered end, see "Detail B." 1 /4 = 1 —0 TYPICAL PLAN Geocomposite drain Geocomposite drain 1 10 98 8 p p = w w Y Plastic pipe b. Filter fabric Filter fabric (Slotted) A e b. 3" Plastic pipe 3" Plastic pipe b (Slotted) {Slatted} � Top of abutment or >� --TPB o TPB retain in wall footing g Drainage pad Minor concrete ) 99 Geocomposite drain II 4 3" Plastici e _"� �,. .�� 499 19_088 98 p p �.. ._�. �� 4 (Unslotted) 11 9 99 " Plastic pipe (Slotted) I 1 �® at staggered end G WITH STING f� DRAINAGEDETAILS DETAIL B 1 1 /2 89 11-0)) No Scale -..own 19 H Bend reinforcing 2 - 6x4- to avoid pipes 3f9 Plastic pipe (Unslotted) Optional construction joint, see "Section N—H" 9-089 Iola 28-089 Finishedg rade Optional Wall const. joint —i reinforcing Top of footing To of footing Outlets, see p g "Road Plans" Edge of footing -- wall footing 1 /2SEC110N ._._ 1 E—E —0)) Note. Bends and junctionsin 3 " SE%..f i I%jN N H- plastic pipe are 30" radius min. 1 " = 1 '-0" °"AND %MNG STATE OF BRIDGE No. FILE NO. X8 22-17 DESIGN BY M. TRAFFALIS CHECKED E. THORKILDSEN APPROVA RECOMMENDED BY DIVISION OF STRUCTURES LEW1S.1 ,,,AVENUE BRIDGE NIA DESIGN DETAILS BY R. YEE CHECKED E. THORKILDSEN L STRUCTURE DESIGN POST MILE DATE / DEPARTMENT OF TRANSPORTATION 61H�J 'TIJR APPROACH DnA%INAGE DEE�� l AILS SUBMITTED BY M. HA DESIGN SUPERVISOR DS OSD 2147A ( CADD 797 ) ORIGINAL SCALE IN INCHES I I I CU DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 0 1 2 3 EA EARLIER REVISION DATES ------ F—T I S19 S20 POINT OF CONNECTION MAXIMUM DEMAND: 7,3 GPM AVAILABLE PRESSURE: 112 PSi MAINLINE&LATERAL LINE LAYOUT IS DIAGRAMMATIC. PROVIDED BY: GLENN SMALL,ATASCADERO MUTUAL WATER COMPANY REFER TO ENGINEERING PLANS FOR LOCATION OF " ter DEC 14, 2004/(805)461-7217 PIPING UNDER SIDEWALKS, STREET AND BRIDGE. 0 4a R ai srq TE of Ca THE INCLUDED DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN now weeemw ,w,mno war .r*m► ? THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WITH it F i r ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT r P P T FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT ___.__.__. ____�__.. __._____ .,..__.________ _.__.._-,, ._. __,_. __.__, _. _... .___, ....-- _ _._..._.__ ___..._.._,.__.-._ __w__._..,._..__ _ _.,...._,._,.. THE WRITTEN CONSENT OF RRM DESIGN GROUP.VISUAL CONTACT WITH i ��, � ,�,ti, a:, �. { f f } i 1 I i f � � THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE i { ; 1 E EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.SUBMITTAL OF 3 I j i i 4 + �► E i I THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT i rf h---- I 31 " i ' BE CONSIDERED A WAVIER OF RRM DESIGN GROUP'S RIGHTS. ,,,,,_ .0„®„ �„ „�„ ,, I RRM DESIGN GROUP COPYRIGHT 2002 _ i �-t _ __. _.- , _______. ___ ______ ____ ___ { i ._. k i , f vt, P 'j :5l •x,`4 i-__.__ _._.7_...,.F`. _ ._.__,_. ��i '�� i ! 3 { f_ RRM is a California Corporation �. ri t r ^z^ E ! F � I i i ----- _ _._..._._,__._._.._,w_, .., l�,_._._.N� .,.. _ ,, ..,1,__ ,.s--r :sa._-�_z_,�"—t_ _T_,�.. _ -4 'r, ,: i1 z•: t:s f ._,..,.,,..... _..,-,.".< ._.....,.,....._.•,_....,.. ^...._ . i •f _ _ ,$ {i it i 1 A I } , r I j I 2 I ! t 1 f t l $ ) 7 {f {s l VERIFY FINAL LOCATION OF EQUIPMENT A- 1 W/CITYENGINEER PRIOR TO j COMMENCING WORK. f 9 { f I a -..u, « -, ,... ✓..., - Ts d-tv 5 n. `"".El'± ,. .F kc: s ...Yr •.. 9 v ... ,.v r.. .&°� M.t i iv. .. 4.yW ,t.rY.a ..:..YeU'R'x.�.3x,✓d .: .fuk:L^5 :.-.. ;:...X,3aa J:i¢. +.ta.w>e 3a ..., P;{ t�` . .. fry .I'n' ....a.�u.. tsr..,Rrc. r ^ '", zb,ibi:. .N.u.�u,iw E. : ',i^skWnw,..WFR .an ..a'`iWL`wYi, i A.rt,wK,au"�,7... wT•',a'At{.v�.5+���Ss..}+'h.sew:,w,r-e'% �.t�..�c.Ma n. .,:T%*'4:... �kffi{{..4v. -.r`�+ 'Fs,liw'o- 3,�.�s+�'s4"'•'LL.W"..1aS4, ,�..o-rA^k,k vnYcA, n ` 1 .{ Yls?«k_ r."6,. w�,+n+�.w"rs`c„r+ , ,sa.+.r` ",r � ,�t'�,.�n�.�'saF"�+bis':zzia.�'ar,”,o`B'a,.�_va,c�{k . 1Sce .x n"y oda . o�'n+ " u "..,a� 'a ,,l.,"�,' .,s am" 't�F.r+'�„�"a,✓.. r'W .#fib i � i t yyE yy'Spry}A�,�,T�!±g���,� fg((g �i.�.� { ] � Y UY ,�,� ,CFS �': } ... ^'i. }kM1:.FtN, f ks,uT ;.,a.1Yfc' i g I 4 i ------------- -------- ------ ----------- ------------- ----------------- 1 I i I i _w_....... f ---- ----- _.._.- _..._...,_._._...,__.....,,__.- , ._..,._.,_.__.__..._,____.._..___,_,___---.,._.._.. ,_.,._. __<. __, _._,, N ------------ t { _..__.._,.__.___ !"T ,I It • , _..._.._r__.S -_.._...1 k J..._i,_._.j� '`ic*� ' k'. S` Vii( i'' f \ "s" r-'_r_.- :;,{•,.? _... , r fi , I I I icy i i i , _._.__. ,._,..._. it i y , . I i s ' t { I t , ; i 4 , f t i , i r 4 , v . •_ !1 �1/ C 1 .t I � rid • � � VNV,p � lcc ~ A T N 0Cg IRRIL'SATION LEGEND M 5 SYMBOL MANUF. MODEL NO. DESCRIPTION NOZZLE RAD. O.P.M. P.S.I. REMARKS/ DETAIL SPRAYS C4 RAINBIRD 1/2"SCH 80 RISER, LENGTH AS REQUIRED I SPRAY ON FIXED RISER7 6 VAN 6' VARIES 30 SEE DETAIL F, SHEET L1.2 W VALVES I I RAINBIRD PEB SERIES REMOTE CONTROL VALVE SiZE PER PLAN.SEE DETAIL A SHEET L1.2 am WILKINS 500 PRESSURE REGULATING VALVE LINE SIZE.SEE DETAIL E,SHEET L1.2 1. SEE SPECIAL&STANDARD SPECIFICATIONS FOR INSTRUCTIONS,APPLICATION, 12. CONTRACTOR SHALL COORDINATE WITH ENGINEER TO DETERMINE 4 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 L1.2 Cu SYSTEM. SIDEWALK AND ACROSS BRIDGE. NO PIPE SHALL BE ViSiBLE FROM PUBILC 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 �— W1 STEEL LOCKABLE COVER 10. 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. o SAME TRENCH WHEN POSSIBLE. LEAVE A 24"COIL OF EXCESS WIRE AT EACH SPLICE. LABEL ALL WIRES W/ 0 2 WATERPROOF MARKERS AT ALL SPLICES AND VALVE MANIFOLDS. �■rr..r -4-0 Cu 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 o WORK,SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. APPEARING ON PLAN. WILKINS:=975 XL 314 REDUCED PRESSURE BACKFLOW DEVICET SEE DETAIL J,SHEET L1.2 4. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR 15. ALL EXISTING UTILITIES,WATER LINES AND FIRE HYDRANTS SHALL REMAIN L XSPECIFICATIONS. CONNECTED AND IN FULL CONTINUOUS OPERATION DURING AND FOLLOWING ALL CONTRACT WORK. MAiN LiNE/ LATERALS & SLEEVES 5. TRENCH BACKFILL MATERIAL SHALL BE FREE OF ROCKS,GLASS,AND OTHER EXTRANEOUS MATERIALS. BACKFILL WILL BE COMPACTED TO 90%MAXIMUM DRY 16. POTABLE WATER DISTRIBUTION SHALL BE NORMAL"WHITE"PVC PIPE, s r 2"SCH.40 PVC MAIN LINE SEE DETAIL 1, SHEET L1.2 4 DENSITY. 17. CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO THE IRRIGATION 00 CLASS 200 PVC LATERAL LINE SEE DETAIL I, SHEET L1.2 aSYSTEM FOLLOWING A PRECIPITATION TEST PER THE CITY OF ATASCADERO. 6. IRRIGATION DESIGN IS BASED ON A MINIMUM OF 80 PSi STATIC WATER PRESSURE AFTER THE BACKFLOW DEVICE. IF WATER PRESSURE IS LESS,CONTRACTOR IS TO CALL THE ADJUSTMENTS SHALL INCLUDE BUT WILL NOT BE LIMITED TO: HEAD RELOCATION, 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. N7. 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 o RAINBIRD TBOS2CMUS BATTERY OPERATED 2-STATION c4, 8, CONNECT ALL DIRECT BURIAL WIRES USING 3M'S"DBY-DIRECT BURIAL SPLICE KIT" COMPLETED: 1.THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. 2. CONTROL MODULE m HYDROSTATIC PRESSURE TESTS SHALL BE PERFORMED ON MAIN AND LATERAL a LINES. 3.ALL ZONES SHALL PASS A COVERAGE TEST BE FULLY OPERATIONAL. VALVE KEY . 4. CONTROLLERS SHALL NO. REVISION DATE 9• CONTRACTOR SHALL PROVIDE#10 COMMON WIRE TO ALL REMOTE CONTROL .. VALVES. ' 10. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS AND SITE CONDITIONS CONTROLLER STATION NUMBER 411 PRIOR TO BEGINNING WORK, SHOULD CONFLICTING INFORMATION BE FOUND ON o THE PLANS,THE CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE GALLONS PER MINUTE PROJECT MANAGER ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION. VALVE SIZE 11. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE Tony eit o DRAWINGS WHEN IT iS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS,GRADE DRAWN BY CHECKED BY U 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 ARCHITECT. IN THE EVENT THiS NOTIFICATION IS NOT PERFORMED,THE March 14, 2006 CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS CAD PILE NECESSARY AT NO EXPENSE TO THE CITY OF ATASCADERO. b 1404508-IP.dwg fi JOB NUMBER GRAPHIC SCALE � 20 10 5 0 10 30 4 1404508 c;> SHEET ME ® SCALE: 1"= 10' .D MAX. z.5X MAX. 2.5X ���`p,NDSCAp�q�C 10 DIA. MAIN. 7 DIA. MAIN. 7 1 DECORATIVE URN, DRILL BOTTOM TO ACCEPT �•�`� ct KEIT1, (� A. PIPE BEDDING AND BACKFILL SHALL PVC DRAIN PIPE. �c� \._./ WATER JET BEDDING AND BACKFILL " -A FOR PIPELINE INSTALLATION. TYPICAL BE WATER JETTED TO ACHIEVE PROPER SPRAY NOZZLE .�' w FOR ALL NATURAL EARTH BACKFILL. DENSIFICATION. �.�,J , ,I W ) 111 I I I ( I ,I ®n B. PIPE AND CONTROL ARE CROSSING • 1 1 j2" SCH 80 PVC NIPPLE TXT (� o���os . I= I -' I I=1 I `-� 2 POSITION CONTROL WIRES IN LOWER VECHICULAR ROADWAY SHALL BE SLEEVED 3 �J RAINBIRD TBOS CONTROL MODULE 4t LENGTH AS REQUIRED ..red.,.► _ I � I I- ©o LEFT OR RIGHT HAND QUADRANT AS INDICATED. 3 ( ) 1 � Aw� r\\ \r • _ _ \r\\r • • OF MAINLINE. TAPE WIRE AT 10 C. ELECTRICAL SLEEVE: 3• MIN; LARGER 4 1/2" SCH 80 PVC COUPLING TxT C123dC �2 WATERPROOF CONNECTION, TYP. —III=) r ri ri ri/ I + �. � INTERVALS; Do NOT SECURE To 2 � Q s o \r 111= ? +=1 I iri Vii\ ��111= z MAINLINE. !F REQUIRED BY INSPECTOR. 13 3 RAINBIRD TBOS SOLENOID, M. r4 TE of rC, i \ i -- \ \ 5 KING BROS. FR-506 6 FLEX RISER _ \\i / ( Q�c _ / I < D. lRRIGAliON SLEEVE. TWO PIPE SIZES 17 0 %°r 3 MATCH TYPE AND GRADE OF LARGER THAN WATER PIPE SIZE. 4 4 REMOTE CONTROL VALVE, TYP. THE INCLUDED DRAWINGS,SPECIFICATIONS,IDEAS,DESIGNS AND •�. ' _) I I _ I I Q.t d. �' = I ( III o'��r �+ �q 6 PAVEMENT PER ENGINEERING PLANS C14 0 I I' N EXISTING PAYING ARRANGEMENTS REPRESI=_N GR THEREBY ARE AND THEREOF REMAIN (,3 15 12 THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHAH _ 01/2* SCH 80 PVC FEMALE ADAPTER TxT WITH RAINBIRD TBOS RAIN SHUT-OFF DEVICE BE COPIED,DISCLOSEDPROJECT TO OTHERS OR USED IN CONNECTION PROJECT e� �y �/ ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT + 9 ® 9 y ) G SACK SLURRY 6 BACKFILL Q FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUTWITH �„'r„/ `+ �p� THE WRITTEN CONSENT OF RRM DESIGN GROUP.VISUAL CONTACT WITH _ SIVE _ + 5 PVC LATERAL 12" DEEP RED RED THESE DRAWINGS EP ANCESPECIF THESETIONS SHALL CONSTITUTE SUBMITCONCLTAL OF /-"q MAINLINE AND CONTROL WIRES, EACH � © 6 \r,/ EVIDENCE DOCUMENTS PUBLICA RESTRICTIONS.SUBMITTAL T (/�c��•,/\) -+r----------�- THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT a — — 2 BE CONSIDERED A WAVIER OF RRM DESIGN GROUPS RIGHTS. 8 1 IL 8 IN SCH. 40 P.V.C. SLEEVE 7 1/2" SCH 80 PVC FEMALE BLACK--- BLACK RRM DESIGN GROUP COPYRIGHT 2002 r- MAINLINE COMBINED �- MAINLINE WITH •- ADAPTER TXT RED ---RED RRM is a California Cor oration WITH LATERAL LINE CONTROL WIRE ;:.; p G) EXISTING PAVING 16 ° -' ._._.-_SLOPE TO �- DRAIN I � � 8 10 THREADED SLIP COUPLER, SIZE BLACK BLACK MAX. 2.5X 2X PER LATERAL 3 lAt6 IA. SLEEVE3 0m TRACER TAPE ODRAINAGE.3" DIA. SOLID DRAIN PIPE FOR URN 8 SAND BED SEE CIVIL PLANS FOR DRAIN LOCATION, SILICONE SEAL ALL GAPS 4 SAND COVER10 BETWEEN PIPE AND URN. LATERAL LINE 12 SO DIA. PLASTIC DRAIN GRATE. �°- � I ( I \/�\/r\ (— a� • � 10 � �= r\ \ W � _III•-•--.: . :: . I ISI I I� 45 LAYER OF WASHED PEA GRAVEL LOCATE DRAIN AS NOTED FINISH SURFACE PER ENGINEERING PLANS BLACK _ • =I I �•�: � •• . I I (— ON STRUCTURAL PLANS. BROWN _ -1H I I SOIL SEPARATOR FABRIC, WRAP UP 4 10 LATERAL LINE x�. _ 9 15 ON ALL SIDES OF POT AND ADHERE 5 % �- �' TO POT WITH SILICONE ADHESIVE _ 5 - 16 DAYLIGHT DRAIN PIPE AT CURB 8 - COORDINATE WITH ENGINEER StMAINLINE WITH CONTROL WIRE "V_ BELOW EXISTING PAVING TRENCHING DECORATIVE URN 17 PLANTER MIX, SEE SPECIFICATIONS BATTERY OPERATED CONTOLLER WIRING DIAGRAM ..__ SCALE: NTS SCALE: NTS ....� SCALE: NTS F SLIP BASE SOCKET OVER END OF WIRES RAINBIRD TBOS CONTROL MODULE FINISH GRADE �. 2 INFRARED CONNECTION FOR WATERPROOF CONNECTION (1 OF 3) 30-INCH LINEAR LENGTH OF PROGRAM CONTROL V WIRE,COILED RAINBIRD TBOS FIELD TRANSMITTER „ / RAINBIRD TBOS SOLENOID 0 �" STRIP WIRES APPROX. 5 8" FROM ENDS - WATER PROOF CONNECTION(1 OF 2) � TWIST TOGETHER 9 UNIFORM GRADED MEDIUM SAND, 35 TO ID TAG 4 REMOTE CONTROL VALVE 60 MESH SIZE .. APPLY SEALER TO OUTSIDE OF SEALING PLUG 5 VALVE BOX VALVE BOX WITH COVER 10 RAINBIRD TBOS RAIN SHUT-OFF DEVICE '� • FILL CAVITY W11H SEALER !� j a Y FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE • i o • PVC SCH 80 NIPPLE. SIZE PER �AIui ® o PUT CRIMP SLEEVE OVER WARE ENDS -- CRIMP SLEEVE I PLAN. LENGTH AS REQUIRED. cc ® AND CUT OFF EXCESS WIRE I I W® 1 2 3 4 5 6 FyIlL I� PULL BASE SOCKET OVER END AS FAR AS SCH 4p PVC ELL FITTING— • z r i��i��i,� ����y, .t. POSSIBLE I j 8 C4 3"MIN.DEPTH OF 3/4" WASHED CRUSHED ������ ����' W v�►•- AGGREGATE BASE.ONE(1)CUBIC FT.MIN.SIEE .3 ell I �0�\\ � --- PVC SCH 80 NIPPLE. SIZE PER 9 `� tl PLAN. LENGTH AS REQUIRED. 10 PUSH SEALING PLUG INTO BASE SOCKET BRICK(1 OF 4) PUSH WARES TO END OF BASE SOCKET TO PVC MAINLINE PIPE ^°' ASSURE COMPLETE SEALING OF CONNECTION I I I M SCH 80 NIPPLE(2-INCH LENGTH, HIDDEN)AND SCH 40 ELL 0�0 000 0"0 o PVC SCM 40 TEE OR ELL 00 O a 0 O M 00 O RAINBIRD SNAP-TITE WIRE CONNECTOR NOTE: OR APPROVED EQUAL. PLACE AGGREGATE PRIOR TO PVC SCH 40 MALE ADAPTER 7 INSTALLATION OF VALVE BOX. PVC LATERAL PIPE NOTUSED WIRE CONNECTIONS PRESSURE REGULATING VALVE BATTERY OPERATED CONTROLLER ...r� SCALE: NTS SCALE: NTS ...... E, SCALE: NTS ... B SCALE: NTS o 0) Cu 4-01" IN LAWN AREAS Q,1 LEGEND3" IN PLANTING BEDS 1 VALVE BOX & M 0 5 13 1 1 BACKFLOW PREVENTOR ASSEMBLY 1 13 6 8 7 LOCKING COVER. SEE SPECS. C=0 2 2 BRASS NIPPLE - TYPICAL (4) PLACES 9 2 TO SPRINKLER-ANGLE PIPE TO 0 7 ° SPECIFIED DEPTH NTH 45 ELLS �` - R SS 90 ELL - TYPICAL 2 PLACES `+ � 3 3 BA ( } _ � 3 SCH 40 PVC MALE ADAPTOR � __ _____ 4 BRASS NIPPLE 6 1 EXTENSIt�! FOR 12 k 4 1 s.... N METER BOX. � SCH 80 PVC UNION BRASS WYE STRAINER WITH 20 MESH FINISH GRADE � 000 ------- STAINLESS 8 STAINLESS STEEL SCREEN. �.:J METER BOX. m 6 12" THICK x 12" WIDE CONCRETE PAD 2 I 5 SCH 80 PVC NIPPLE _ _ 6 3 PVC PRESSURE MAINLINE F- i o N 12 (LENGTH VARIES PER MANUFACTURER) 0 _ " �-�--FLOW V_ SLOPE TO DRAIN AT MINIMUM 2X 8 PIPE 1-1/2 OR LESS 14 WATERPROOF WARE CONNECTORS © _ a..a F.G. USE SCHEDULE 40, 2" OR o, $. A. <p , 7 BRASS UNION-TYP. a0. o 0 7 7 GREATER USE CLASS 315. o ,iii_ _ _ _ _ _ _ 2 PLACES SEE PLAN FOR SIZES. 11 7 FINISH GRADE � �+ ��i�i��{ - ��+I��' �' 11 +�_ 12 8 SLEEVE THRU CONCRETE, TYPICAL. 3 4 COMMON BRICK ONE AT 8 PIG TAIL EXPANSION LOOP N 1II+TIII�� IIS 11{� I—I �� .- a 9 9 BRASS NIPPLE - TYPICAL. (2) PLACES 4 Ir, EACH CORNER OR SUPPORT. (MINIMUM 24 LONG) CRUSHED ROCK 9 ELECTRIC REMOTE CONTROL VALVE 4, 5 ONE 1) C.F. a vA4ER _I, - UNDER VALVE. N0. REVISION DATE I � ._ <. 10 BRASS 90 ELL - TYPICAL (2) PLACES 10 N�,� GREEN COVER 1MTH PENT 2 3 4 5 10 12 °° 10 11 1/3 CU YD CONCRETE THRUST 5 h� ,� LOCK. SET FLUSH WITH 3/4„ WASHED CRUSHED C 11 BLOCKS - TYPICAL (2) PLACES Joh $° FINISH GRADE. OTE,_ AGGREGATE. 1 C.F. MIN. N . 12 90% COMPACTION REQUIRED o•.�o�°, Y °°a. . °'° • Q 2 SCHEDULE 40 PVC -. MALE ADAPTER. 1. INSTALL CONTROL VALVES A MINIMUM OF 12” FROM STRUCTURES OR 11 CONTROL & COMMA WIRES 0 13 BACKFLOW PREVENTOR HARDSCAPING. PROJECT MANAGER METAL ENCLOSURE 8 PVC BALL VALVE, SEE 2. INSTALL VALVES IN PLANTING BEDS WHEREVER POSSIBLE NEXT TO 12 PRESSURE SUPPLY UNE Tony Keith mom " 13 NOTE: PROVIDE TEFLON TAPE ON PLAN FOR SIZE AND TYPE. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24 FROM ANY STRUCTURES ALL THREADED FITTINGS. SIDEWALKS. DRAWN 8Y CHECKED BY 1• 3. PLACE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. VALVE ID TAG LM TK - OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX DATE N 2. ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE (2) COATS OR RED PRIMER AND " 14 COMMON CONCRETE BRICK, _ 5. ATTATCH CHRIST'" VALVE IDENIIFICA11ON TAG WITH APPROPRIATE (1) COAT EXTERIOR ENAMEL COLOR AS SELECTED BY LANDSCAPE ARCHITECT. FOUR (4) PER VALVE BOX. March 14, 2006 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 JOB NUMBER BACKFLOW PREVENTER WITH ENCLOSURE NOT USED BALL VALVE REMOTE CONTROL VALVE 404508 ..... SCALE: NTS ..a.�. SCALE: NTS D SCALE: NTS ...� A SCALE: NTS 50% CONSTRUCTION DOCUMENT SUBMITTAL SHEET FOR PLAN CHECK ONLYLl 02 .L .... 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I I / I I � '11- � /1- ----�'��, /�,'-,Yl � I / � ;,-l".11 'L r ,L / � / I � / 11 i , :5 A _',-,i L� i I .., i : I I I � I " f � \ - * �,/,,� 1, ---- � , I �)-) " ,�" � ; i �1". / / �I I � � -_­" �\ ,,� 1- v is / i*4A,J!� � � / t �' I � � ! , " � I I � I -, , i � - I i � t / \� I ,� , / � I I � 1 :2 � V-11 -1-1--­ i I � � � <, ,�� I -, I ;; I 2 1� i , � " � � , , � I, � "-_�, , � � � " , / : -- -- I i I Z I I N " I . 111'� �d V -� � "-1; I \ � I 11 r" ,�) / \ z, !���, � i / � I w � I I I � / 11 i A 5 i .0 . GRAPHIC SCALE 1241 to CL 8 1 20 10 5 0 10 30 !� I-----------------------------------------I------------]--- I I I C4 --- =-- - = IIIIIIIIIII ��-- . = IM111M -777= . -----------. -#O% I 1%- SCALE: 1"= 1 O' 0 1 . I PLANT LEGEND. - SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY REMARKS DETAIL . I TREES I �111 1� t I .E C � 1,11,1111 Acer palmaturn'Burgundy Lace' Red Japanese Maple 24"Box 4 See Detail A,This Sheet E �illillililli;illlillllillll::Illlllllllllll��111111��111111�,,�,1111,illill"ill'il�l�1111111111�Ill�11111 M CU -k r--� �Q .. (D *+ > �0 I 0) Q3 C) C3 C C4 < 0� Ne -11-0 %- GROUND COVER MIX C: � f" :Z (n %W �11 (01 n 0 0 Phormiurn tenax'Jack Spratt' New Zealand Flax 1 Gal 12 See Detail A,This Sheet for Layout r) 4 . (D N V_; * 0 3: k . I 'b a' I Q� * I 0 Festuca glauca'Elijah Blue' Elijah Blue Fescue 4"Pot 48 See Detail A,This Sheet for Layout ()D 0 1 21 10- Q) . V 0 %-1 0 -- . 1* Q) �I 0 * 1&.0 PLANTING NOTES a 6 0 � � I 0 Q--1 13 Co 1. Plant list is for convenience of contractor only. In case of discrepancies between the plans and the list, �- NO. REVISION. DATE 0- plans shall prevail. E� I!! -- 2 1 0) . Plant locations shown on the plans are diagramatic.Contractor shall locate all plant material under the direction ry, JCZ of the City Engineer or authorized representative prior to planting hole excavation. zz� '4., 1 (% 3. The City Engineer or authorized representative reserves the right to make substitutions,additions,and deletions I -6 to the planting layout as work progresses. PROJECT MANAGER 0 10 60"DIA. Tony Keith -1i -- �Is DECORATIVE URN. 4. All groundcover shall be triangularly spaced unless otherwise noted. DRAWN BY I ra k- SEE DETAIL F,SHEET 1-1.2. 0 5. Contractor shall install a 3"layer of'Stringy Cedar Barw mulch in all planting areas. MMI LM :z 1 -4 �- DATE & . March 14, 2006 :2- 14� CAD FILE (P) I I 'O 1404508-PP.dwg � �� ..000woft- I JOB NUMBER 2 E� DECORATIVE URN -TYPICAL PLANTING Zi -900mm"M 0 0 1 SCALE: NTS C) I 6 SHEET . I , , '�, I L201 I �, -- � I , - , , � � I -i��������������������������������i,����������. . . 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