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HomeMy WebLinkAbout2003 - El Camino Real i 3 �h � r C z .�t I i i i 33 i i i # d { I i I I 4j 1 I IMPROVEMEN PLANS FOR F''4 I S RL m EL CAMINO REAL DOWNTOWN Z ail I i I XtAE cnNHAN EMENT C PROJECT 4 LLj > I © � a I :m:2 O� S kCITY BID 003001 NON t ta p o 1 ( F I i 3 j i f\ 0 RE Fs I PROJECT LOCATION � C� U. SACRAMENTO W } d d �, fi SAN FRANCISCO E 0 V-pU N DEp SNC®RPCJRq © � MONTEREY `9 <F�t �. i.____. 3 ATASCADERO .SAN LUIS OBISPO +LOS ANGELES D l \ D SAN DIEGO ; - 0� _ _ _ �`'`� 7d� ate' t _i VICINITY MAP SHEET INDEX MAP _ 0 �o* NO SCALE NO SCALE 1..A.. E A.A.. COUNTY F SAN LUIS OBISPO , .�< Z F— � � W STATEOFCALIFORNIA W w = a: w W = 0 () cn oz . 0 GENERA L NO TES S'HEE�T DESCRIP TIONW„J CJ COV COVER SHEET W Z 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE” TO CONTACT "UNDERGROUND SERVICE ALERT U.S.A. " Cl EXISTING SITE CONDITIONS TOLL FREE AT 1-800--227-2600 FORTY—EIGHT (48) HOURS C2 DEMOLITION PLAN AND GRINDING LIMITS PRIOR TO START OF CONSTRUCT/ON, FOR L OCA TION OF POWER, C3 EL CAMINO REAL CONSTRUCTION PLAN ~" TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. C4 TRAFFIC WAY CONSTRUCTION PLAN Z CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE C4 PROJECT SITE PLAN 6 AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE C4 STRIPING PLAN OR UNDERGROUND FACILITIES _ 0 F I L I. 1 IRRIGATION LEGEND & NOTES 2. THE CONTRACTOR SHALL POSSESS A CLASS 'A" LICENSE A T ; THE TIME THE CONTRACT IS AWARDED. x L 1.2 IRRIGATION PLAN J. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL CROSSINGS L I. iRRIGATIDN PLAN U L1.4 IRRIGA TION PLAN PRIOR TO LAYING PIPE SO THAT PIPE ALIGNMENT AND GRADE CAN BE c uj ADJUSTED AS NEEDED. n L 1.5 IRRIGATION DETAILS DATE: 4. SEWER LATERALS EXIST WHICH ARE NOT SHOWN ON THESE PLANS. { »~ ry CONTRACTOR TO PROCEED WITH CAUTION WHEN TRENCHING AND L2. 1 PLANTING LEGEND 8c NOTES 4/23/2003 SHALL HAVE THE NECESSARY MATERIALS ON HAND TO FIX LATERALS lF DAMAGED. L2.2 PLANTING PLAN DRAWN BY: L2.3 PLANTING PLAN ENLARGEMENTS J A V L2.4 PLANTING PLAN ENLARGEMENTS CHECKED BY: L2.5 PLANTING DETAILS SBK L3. 1 SITE AMENITIES LAYOUT PLAN FILE NO. LOCATION: CONST_,P�ANS.dw � L3.2 SITE AMENITIES LAYOUT PLAN G 9 SPECIFICATION NO. E-1 GENERAL NOTES / DETAILS E-2 ELECTRICAL SITE PLAN I 2aa3—aa1 G i E-3 ELECTRICAL SITE PLAN ! SHEET NO. E-4 DETAILS 1 i 2 �> `' :�� �`' r i TOTAL NUMBER OF SHTS: 23 1 _... ._,...:�_._._.,...__,:...e..a...........:.��.m...: ..,--.....m.«.,._::.,..T..-,--,,....».-,-._-..-_..........+--.. .......ammmm....ra�:a..,a<..,a.....s...-._......,...,,.....-.._.._......._ ,.-___.:_......., .__.,_......,.. ......,. ......:,.:., .-:.,,: ,.. ... ,,,,e,:..,,,M..:..�-..,.._... ^x• ... .... ,.. ... ....... .. ,... .. .. ..... ..... .. .... .. . ..... ...... , ... ..... _.. ,. .,,., . ., ,, _ ,... ... �? t C_.i_. 1 I 1 { f 1 SYMBOL LEGEND 1 ® TELEPHONE BOX oJP JOINT POLE FEM-1 ELECTRIC METER E GUY ANCHOR Al ® WATER METER SIGN G--ml GAS METER 0----* STREET LIGHT ELECTRIC BOX 0-61 TRAFFIC SIGNAL ® CABLE TV BOX LIGHT STANDARD I ® TRAFFIC SIGNAL BOX FIRE HYDRANT Z t 0)wv WATER UAL UE in 0IV IRRIGATION UAL VE w ®Gv GAS VALUE oT TELEPHONE PEDESTAL i © STORM DRAIN MANHOLE DCV a: DETECTOR CHECK VALVE S %NEER (D TELEPHONE MANHOLE ( b/ oPIV POST INDICATOR VALVE N o y ® SEWER MANHOLE o M ,s ® DROP INLET `Vd r i Q aC0 CLEANOUT ® FOUND MONUMENT AS NOTED © Q v o oGP GUARD POST ` -� � ° � Z � r= ® FOUND MONUMENT AS NOTED 0130 BLOW-OFF VAL VE ® FOUND CIL MONUMENT AS NOTED oAV AIR-VAC EP EDGE OF PAVEMENT 9 oBFP BACK-FLOW PREVENTER ' CLF CHAIN-LINK FENCE 86?4$ p4 125 CONTOUR ELEVATION TC TOP OF CURB S SEWER LINE FL FLOW LINE W WATER LINE BW BACK OF WALKM 4 mm } G GAS LINE PL PROPERTY LINE f �a6?5k 21 �6g Zp X86?9� SD---- STORM DRAIN LINE CL CENTER LINE g8 FS FINISH SURFACE FA PLANTER AREA f TE TRASH ENCLOSURE } O Q HAND/CAP PARKING/ACCESS Iry U. uia0. 0 : ? F 28 V J 896 Sk � $3 3: 6? fi6l.09 { i 10. 868 64�� 63 86 k I ?2 s •2 p 45 86g•26 .._1 1 65 13L CK EG &35 4,01 $ 663 6206 610. Q W 0 � ® CARL TON - s6 HOTEL _ W $H S 0. z 6gkg $ L T LED X W _ ?8 66 0 61' 61$6 LIT � V 86g 5751 5751 SIDEWALK 86661 v 62• 62 $ 86239 3201 SHOPS SHOPS /// _ _ _ 6 _ ''''} $? 063 U 44 i J �6&6 593 6k?1 7Z 06 g g� Z rlwn 2 f.�._ _1 8 ---_--_-- _.___-- e __.___ _. ..v _ _ _._ m _ .,_.___ ___._.m_.____._ _. ,_.__._w __,_-__—__—_----_ __ _ �___ —___.. ___.__ _ 6 t�8 6 �_� �.�...:.., ��_.� ,.�.:.. �;� .�...,�..__--�__ .._�.n,.__ ,�6g � ,� � 6k. 6k• F3• G2• �2• �� . ._ ..._ __.-..6a._. ._.»....�-.__-_____r B 0 co 6 e CONCRETE �� CONCRETE ' .Z SIDEWALK ® ® ya1 61 ,� SIDEWALK DRIVEWAY f L� O {�� jj 0 86 at 81035 ® 69.049 9 g 16 N g0 5 6g 6 6 vat 5 # 5 06 08 ' 289 Al 1?1 1.49 to 1 16 66 1 0� "9 99 $ W r" �' (J 1 e FLOWLINE A OF CURB (TYP.) -. Z Z w F ~ � �� Q F— @ 8"C.I. WATER V) F ?1 fib w � w---- W w W Q r6--- w g?b9-----w w-----�--yy m� yy -- -_ W w� u� 6835 6?g3 ?Z 66 k2 6626 �� �� 6k 54 6' z 811�? �?96 10 5k 0 0 9?2 40 1 68 0 53 6 05 6?26 66 A 66 k5 66 30 3 ap ? 6 86g 9 6 W r�� i 1 r V, /GNAL LOOP �' 126 91 k? pk 65 9.66 23 9 86 a0 6 84 22 6 5g 66 02 �86y�1 �~a6k 84 864 26 1 86300 86246 8 p1 861?p 861 �\ I 8? 8?p' g70' g p' 86g 8 g' 868 8 8? 861 86 8 4 8 1p. �p•2 6g. I-- .99. 0 k8 CENTERLI E 65 64' 91 68' S 866" 62' z F-- L CA��/ �` RFA L..,. SIGNAL LO P 871 0 ?050 66.28 w SIGNAL LOOP FLOW AT F CE OF TYP ,tj d w g? ---------- - -------G G--- --G G G G G G------- G G" -----� G G G G G G GMA G G G G——�--G G G G G G G DRIVEWAY 25 �` 69 66' O. 6, p 6 6 1 p k4 33 ® ?2 2g $g 53 36 a� cn ?0 DATE: a DRIVEWAY Q CONCRETE 4/14/2003 � � 2 CONCRETE j ?0 6 0 6 8 SIDEWALK OR/UEWAY �3 1" /P SIDEWAL DRIVEWAY SIDEWALK I 9 ,2 61 3g 06 3 41 ? 61 g2DRlVEWAY ?0 96 63 68 34 1 i `r J ?0 69 6 6' 68' 68 TAG 6 6 6 ? 4• 3 I 9 2 2 2 2 1• DRAWN BY: _.,A6 ,A6_ A6' 6 .A :a _�86• _�t36 ___.._..-.i 86 s TEMPORA Y BENCH MARK 9 4 -- ------- ,._M.___._» w__.___.__ _ p oAV �� PLANTER 8 0 0 °� o o SIGN p6 CHECKED BY: CHISELED CROSS /N CONCRETE FURNIITURE S ORE � " ELEVATION 871.17 � sbk E PUMP ISLAND >. ? 5 16 FILE NO. LOCATION: '� 64 43 63 9 863 3 62w_ a g 66 SHEETI.DWG 10 1 64 5 42 Q 66 SHOPS ANTIQ STORE SPECIFICATION NO. 869 RESTAURANT ; 2003--'-001 vas SHEET NO. t 869 2 p15L OCK H- B 8 864 4g ------------------------------- ------------ ------------------ --------- ----------- ------------- ------- 6g 61 8?056 � i IUD 0 cd , � t TOTAL NUMBER OF SHTS: 23 � �..�. .m_..» �.r�� ��•..rv.. �,_��.��.��..�, ._ �.,..._ _ ,. :a i ! E .4 t zP4 t ts iF ! !! � , 10 y " f YI k a STA 12+06 END CONSTRUCTION A +-t N � 1 /ft { k 4 6 { Z S ' O E Eli 1 / G1 G f 'o 10 20 40 60 n �� *e i SCALE: 1" -- 20' W V M " 4. M k f I k E k REMOVE/DEMO AREA °w j O GRINDING AREA + I NOTE: FULL STRUCTURAL SECTION MUST BE REMOVED IN AREAS OFC� PROTECT EXISTING UTILITIES (TYP.). � SIDEWALKS, BULBOUTS, AND VALET ALL UTILITY BOXES AND COVERS PARKING AREA, AS INDICATED BY COVERS SHALL BE REPLACED. k HATCH PATTERN. COVERS SHALL BE C 1 . W STA 13 6 ' LEND CONST. 3 ! O { l ... . a� LAI rvmi } O O t O Z , O i tt is t r OJ M V ! W - y ^ { 4 +0 coo P' ,-- ,. {{ co , } tt O t__Z 9+00 0 00 _ _.,... 11+00 13+00 14+00 ..... tow --I- ---- -- -- I -- ---- --I -- -- ---- +— `"'' k 6' w { W rrr t A 111NO A 0 t y REMOVE FULL STRUCTURAL SECTION TO NATIVE MATERIAL IN AREA OF MEDIAN , _.__ z SEE SHEET E3 FOR DIMENSIONS t { W w UD , ` 11 11 11 1 1 1 i w �El) < UE1 0 () UE1 TEMPORARY BENCH MARK 101 Z CHISELED CROSS /N CONCRETE { ELEI/ATlON=871.77 f ❑ �� ❑ 00 o� O O _-- W CL 0 o I 1 z : 0 0 r { { I { REMOVE ENTIRE STRUCTURAL SECTION w TO NATIVE MATERIAL. ASSUMED ' O w EXISTING AC CURB AND GUTTER TYP THICKNESS OF STRUCTURAL SECTION t IS 24 INCHES. DATE: PAVEMENT 4/17/2003 DRAWN BY: -- --`------- JAV WIDTH CHECKED BY: VARIES I SBK CONFORM TO L_ I I V 17 PAVEMENT EDGE EXISTING PAVEMENT € FILE N0. / LOCATION: . NTS EXISTING BASE MATERIAL CONST—PLANS.dwg DETAIL D r l SPECIFICATION NO. MEDIAN RDETAIL. 2003--001 SECTION A-A NTS SHEET NO. 3 s k EE y ! { `_ TOTAL NUMBER OF SHTS: 23 i ClI i F } f I _ r I 1 � , K i i PVI STA = 10+50 NEW CONCRETE PVI ELEV = 871.24STA = 11+50 PVI CURB & GUTTER A.D. = -1.34 PVI ELEV = 869.40 (TYP.) K = 55.95 A.D. = 1.13 iA K = 88.60 PLACE AC FILL OR MILL AS PLACE AC FILL OR MILL AS l 75.00' VC NEEDED TO MAINTAIN SLOPE NEEDED TO MATCH CENTERLINE 100.00' VC BETWEEN NEW GUTTER LIP DESIGN GRADE. MINIMUM SURFACE COURSE THICKNESS AND CENTERLINE ELEVATION IS 0.17' i 0 (TYP.) _ clid � to z w © opo + o 00 0 (n N c0 m m > U 00 "'�� EXISTING AC KER NEW C NTERLIN w '�' � �,�' 10 c7 O 8722L cn �� 1.84% TYPICAL TRAFFIC WAY CROSS SECTION � � � ��' � CL c; x F), --0.71 SECTION G--G NTS z � P NEW EFT GUTTER FL WLINE 868 NEW RIG T GUT R FLOW-INE x 1 9 EXISTING CE TERLIN I 864 { <a u DATUM ELEV 860.00 �0) d d4' NM 0 0004 to c00) U-) Mao NO ON O� o0 r. fl- cow' d '� MN N`� 04 �N O �' Or W 00 r- -4- N t- O) 00 t0 Lo M 00 00 co Lo d M N • .- • O Ci • U ' O O 0 0 O O Oi O) m Oi O) O) O) O rn rn 00 06 06 F" r"�` h`' r, r, r-rl h 0 r- r-a h© r-Q h 0 co 0 0 0 co c0 0 0 0 Co CO c0 W co o C0 0 C0 c0 C0 to 00 00 00 00 00 00 00 00 00 00 00 00 00 00 h 00 00 00 00 00 00 00 00 00 t0 00 CO 00 O 00 co 00 Co 00 0000 00 00 00 00 00 00 00 00 00 00 00 °° 00 °° 00 aD Coco °a °° ap °° 00 00 as °° ao °° °° VARIES 4 MIN. - SIDEWALK LANDING { ! G f 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 FLOWLINE f f O O) �- � � O v-- d' O) � N 00 tl') � 00 00 ------ U. (0 N O r- u') M �' O) r- CO M M N V7 0) d- ! 0 6 © 07 O O) 01 00 06 06 06 06 06 00 r, f� LEFT GUTTER FLOWLINE �. i. r, co cfl m co co co co c0 co ca MATCH EXISTING co 00 00 oo 00 00 00 00 00 00 °Q 00 00 PAVER BAND 4" MIN. STRUCTURAL BACKFILL ._.._.__ O) c0 N O) U) N 00 d �^ r- d- O) d^ 00 N Lo r- rn 00 r- to 1t- to �- O r, co d- to •- O 00 co BEDDING SAND F Oi Oi Oi Oi Oi Oi Oi Oi 06 06 06 o6 06 06 06 r: rl 0 RIGHT GUTTER FLOWLINE co co co cfl co co co co co co co co c0 (0 co c4 co MATCH EXISTING 00 00 00 00 00 00 00 00 00 oq 00 00 00 00 0o CONCRETE GUTTER j DETECTABLE WARNING s 6" MIN. STRUCTURAL CONCRETE PAVERS BACKFILL DI STA 8+80.0 MATCH EXISTING F STA 9+00.0 FL = 871.94 �"""" + TFC = 872.44 lid 0 (L 1 ? O 0 10 20 40 60 f 0 STA 9+32.6 CONST. DI F �p TOP GRATE = 871.12 I TFC = 871.79 .. SCALE: 1" = 20' Q � U 12" WIDE GROOVED BORDER {` W W R5.00' WITH 1/4" DEEP BY 1/4" ? - = ; 1.. WIDE TOOLED GROOVES. 4 MIN. LANDING CONSTRUCT NEW FOOTING AND RELOCATE SIGNAL. AT 2% MAX. SLOPE W I'""" FOOTING SHALL BE CONSTRUCTED AND LOCATED c CONSTRUCT CITY STANDARD STA~,?9+50.9 EL CAMINO � IN ACCORDANCE WITH CAL TRANS STANDARDARD PLANS I A , E ), COMMERCIAL DRIVEWAY FL{ 871.54 RESTORE SURVEY MARKER APPROACH (16 WIDE) I a �c sE f 3 ! RAISE MONITORING WELLS f t �* Z. EW LIDS (TYP) 4< 1. �' ; 6 (6 J w Z g, R20.00' � PAVER BANDING V �,, iM STA 12+06 END CONST) V r A i 0+54.6 26.8'L v FL 870.46 (ECR} MATCH EXISTING ' = ac vnr ; f r� i W _ ? M DETECTABLE WARNING PAVERS FLARE SLOPE SHALL BE COLOR APPROVED BY CITY r 11+00 w 12+00 BETWEEN 10.0% AND 6.67% .. -----------r_. w w WA STA 11+87.2 20.31'L 4' MIN. 3 i A/ tis r 1 F- f- v� FL 868.03 (MID PT.) i w R5.00 p w f STA 10+49.8 26.8'L R5.00 _ f FL 869.99 (ECR) � STA 11+70.4 26.8'L STA 12+06 END CONST) � °- U' ® wv FL 868.34 (BCR) MATCH EXISTINGwv SIDEWALK DATE: f ._a..__. 4/17/2003 CURB FACE a �o DRAWN BY: i GUTTER GRADE JAV { CHECKED, C BY: R20.00' } 2o.ao HANDICAP RAMP DETAIL. FILE 040. / LOCATION: i' NTS ,� C(JNST_PLANS.dwg ! i � DETAIL H �,� SPECIFICATION NO. f 2003-001 SHEET 040. E k 3 pip i .. TOTAL NUMBER OF SHTS: 23 _._._..,-_.- w,a„:...-,....-.-_.,...,.-...,n.... :........... �...^.,--,.. ,_._-._ ..._,. .......... .,,_ .-.,rte .. .F..+ , ,--.•--_-...,-,_.,..�_. ,.,..-,..-„-.. �. -..... ._.,,_..__--._...,._,,.. _ _- -n .. ..- w-_'-_..___.._ ._._.,...._,.. » .... . .. ^-_.-_.-._�.__„. .... ...,-. ,-.........-.-.-._.-....,,._..,.....,_...-....._. ..... ....... .,-.-.-...,,�-.,_.. ....... . .,--.....-.., .. _.. ,. ..., ,., ,..... - ,-.,^ .. _....,, ..,,,...,, .. ._.. ,....-. -.m.- _..,. ..., , ....., ,- _m...,-.,m.,.....,,-..,,.....,..,.».w,., . .,.-�,......� ....�,m.,��«. >.M., .�.r..»,w......,,..,.,.:-,...,_.._.,....._.,.,............,..................._,,....A.--,.-,...»,..u,nM .N.,,.,,.,a.-.<,--.,r.,_... .,_ ,_.,..,..,,..a.....,,�.a..,,-F,..a ,...:mk,..m ,...,.,,w.,ce .,k.,; .,....,..:p...,.,m,.,..,.,a,.<..�.. „. -.. .... ,.. m.,, ,.. ..,,._.-._.:..___._ .... ..- , t 9 10 PAVER BAND AROUND TREE GRATE. FIT I TO ACTUAL SIZE OF TREE GRATE. , x , PAVER BAND (UNIFORM SIZE �tttrY si d'{s � t s, 7 t e Etat Al j(,l<�✓,f s -_ { { FRAME PAVER BAND I I �'� •``°.•T!I,h _ r��Ii ___..-_,__—{q{ '" �_�_!_,_4.LF.i...ir.I_�..'�._sf,_i. t 9} —..,.,. _ A„ SMOOTH COBB LES PLACED(MIN. 4” THICK) IN CONCRETE.4 DIAMETER GRATE PAVERail CONCRETE CURB BEDDING SANDNOTE:PAD. CONCRETE REFER TO "L" SHEETS FOR PLACEMENT MENT O F SITECOLOR SHALL MATCHSCORED AND COLORED CONCRETE SURROUNDING SIDEWALK AC PAVINGAMENITIES, BENCHES, BIKE RACKS, ETC.GRATE TOP OF PAD SHALL BE ��I�tStf1I i w j �z EERSTRUCTURAL SONOTUBE 3/8" NELSON.(4 MIN. THICKNESS). � ,/BASE OR CONCRETE STUD REFER TO ELECTRICAL PLANS FOR LOCATION OF FoINc 110V OUTLETS AT EACH TREE WELL AND � C -------- COMPACTED BASE LOCATIONS OF STREETLIGHTS. V BULBOUT AND PLANTER DETAIL URN LAYOUT DETAIL TREE CRATE DETAIL COBBLE DETAIL NTS NTS NTS NTSDETAIL J DETAIL K 36.0'± DISINTEGRATED GRANITE INF0 10 20 40 60 LjL W SCALE: 120'7 36.0'± BUMPOUT FORFUTURE TREE V /GRATE (TYP). COLD JOINT WITH FELT SHALL E TEND AROUND CURVE. RADI S SHALL MATCH RADIUS AT IN TALLED TREE GRATE LOCATI NS. 36,0' o � __�wIf+6tE�`rIrl{sjI i111s ,.,..._»_,-_•I��_,-...-,._�;.._i.-�',�..'..+.s_,.Y._,.+�-'_`..''".+/1`_t-=. '_ t + Na, Ory t z T"§,'rte.E�.,°-•.,==7f�,: , _7 BOLLARDS�.,S...)-,H,..!i. .,.f.A...✓,.L..,...<L B,t._.�..•,,�.�E...........,.,LOCATED OCATED,. �B7ti: ;E, T. W E,! .E.r"PN TREE REE WELLS AND PEDESTRIAN LIGHTING WITHIN VALET PARKING AREA. FINAL LOCATION SHALL BETRUNCATED DOME PAVERSCOORDINATED WITH CARLON HOTEL. = TUMBLED ROMAN PAVERS .'a _r.,_.-',._-.^�{i.�.._-..�.._�tt€,.-_t_.„,�.�-...�d�_a.a,:�.�.(!t t.__.r,•..._�„.'3��. ..,I_��i`._»�,�._v”'._'ds+`ti+�Y a",.•. '� i!i1 ,. � \\ w ry_E�ii4r _..._,., t _—..._. ...__..,.,_ I IFItfIiII�ti�.Ej 0 W —_4 40'± 40'± 34'± 34'± 3 -7 DISINTEGRATED Imwrm low= I i GRANITE INFILL i W. .,......."..,. i }I PLANTER URN YP � . .E UAL Pf SEE DETAIL TIS SHEET EX. 12 STORM DR/V 0 () F~� — C ly CONCRETE AVERS IN ALL TREE GRATE (TYP)HANDICAP RAMPS SHALL BE DETECT BLE WARNING SEE DETAIL ABOVE PAVERS. COLOR 4SHALL MATCH SMOOTH COBBLES SET () IN CONCRETE (6" MIN.,CONCRETE PAVERS. ,_ - -_._ 9 MAX. DIAMETER) 0 9+00 10 00 11+00 13+00 14+00 r4 IVIA10 il7k5A L 0 __ + 71 r d Rj 4/17/2003 DRAWN BY: 6co EJAV I CHECKED BY: s SB K FILE NO. / LOCATION: CONST_PLANS. d wg SPECIFICATION NO. 2003-001 SHEET NO. TOTAL NUMBER OF SHTS: 2 3 Y r'^5 f y ` a i .q • Mme. 1 E I Q 1 i 5 O.C. (TYP.) 12" LINE (TYP.) /j ti i t{{ 3 P y i i { z 12' O.D. 0 t { 24" (TYP.) � �1►G NEER 'k un i STANDARD CROSSWALK STRIPING DETAILoX �o o- ZU DETAIL G NTS f f III G STA 12+06 MATCH XISTING STRIPING I N� K a f W I a � Q i a m cj) 0 10 20 40 60 f SCALE: 1" — 20' i 4 w 1 p E DETAIL 38 f DETAIL 3 �-- DETAIL 2 _. REPLACE ,g- f C SIGNAL LOOPS i j (TYP) 9 pp a ; W W r 0 ()• k a { z { a d Rol ® Q ® �--- _ _ _ _ ____ ., ! EX 12"STORM DRA/N C1� . . . W z �_._. REPLACE SIGNAL AIL _ _.__ r �v c� SEE SIDEWALK ' LOOPS (TYP) DETAIL 9 z DETAIL THIS �✓ a. SHEETs 1� I SEE SIDEWALK DETAIL 22 REPLACE SIGNAL LOOPS STRIPE CROSSWALK TO DETAIL 38 �.u■ DETAIL THIS SHEET z MATCH EXISTING 0 w» ,. DETAIL 389+ -_.__ _ 10+00 11+00 13+00 14+00 .. w ¢ DETAIL 9 DETAIL 38 0 MATCH EXISTING + DETAIL 40 Ltj DETAIL 9l /V0f/ !� F-- `P ;.}. ct uj r REMOVE EXISTING :;,3';°'' ! :e, ' 1 ,,...._. DATE: ......_ LANE LINE TO m +� STA 8+80 ' p 4/17/2003 cv »» DETAIL 9 + DRAWN BY: + SAV to r- CHECKED BY: # ] © o a SBK i { FILE NO. / LOCATION: ___..._____ _____.._.. __ __ _..._.__...__ J ,_» CON S T__._P LAN S.d wg p 1 SPECIFICATION NO. EXISTING I--- CROSSWALK 2003-001 C.�. SHEET NO. ry Z. t: �' ` J TOTAL NUMBER OF SHTS: 23