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HomeMy WebLinkAbout2007 - Hwy 41 / Hwy 101 Joseph A. Chouinar , R.E. 785 Brahma Street Paso Robles, CA 93446 (805) 226-8414 p/f j.chouinard@charter.net LETTER OF TRANSMITTAL To: City of Atascadero Date: 41/03/07 Attention: Mark Markwort z4 From: Joseph A. Chouinard, P.E. Project: Hwy 101/41 Sewer/Water Realign. Project No.: 03-008 ❑ For Approval X As Requested ❑ Revise and Resubmit ❑ For Your Use ❑ For Review and Comment ❑ No. of Date No. of Description Co les Pages 1 12/31/07 6 As-Built M tars Hi Mark, Attached please find mylar copies of the as--built plans for the above referenced project, as requested. Thanks! PUBLIC IMP____R0VEM N PLANS AMWC STANDARD NOTES 1. ALL WATER DISTRIBUTION FACILITIES SHALL BE CONSTRUCTED IN CONFORMANCE WITH ATASCADERO MUTUAL WATER COMPANY (AMWC) STANDARDS AND POLICIES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. .L� " 2. IN THE EVENT OF A DISCREPANCY BETWEEN THE AMWC STANDARD SPECIFICATIONS, DETAILS, AND NOTES AND THE NOTES AND DETAILS SHOWN ON THESE PLANS THE AMWC STANDARD SPECIFICATIONS, DETAILS AND NOTES SHALL PREVAIL. ai 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFROM TO ATASCADERO MUTUAL WATER COMPANY STANDARDS AND THE STANDARD ' SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 4. SEPARATION OF WATER MAINS AND SEWER MAINS SHALL BE IN ICONFORMANCE WITH THE PROVISIONS IN TITLE 22 OF THE HEALTH AND /_7 SAFETY CODE. ifl 5. WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ff' CONFORMANCE WITH THE PROVISIONS IN SECTION 306, UNDERGROUND .x ,E CONDUIT CONSTRUCTION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. r 6. WATER MAINS AND APPURTENANCES SHALL BE TESTED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 306-1.4, TESTING PIPELINES, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, `T� ,. _ LATEST EDITION. ALL SERVICES, FIRE HYDRANTS, VALVES, BLOW--OFFS, AIR—VACS AND OTHER APPURTENANCES SHALL BE INSTALLED PRIOR TO PRESSURE TESTING THE WATER MAIN. 'E .. .,. 4 f .W.15' ""Y.YVHxx�NMWfThM.WppXY,MW..v .a .......v:x ,u. :u,wu:... x: :wax :wx.: unxumxa:w aw xwnawa:u,a.'4 ,.na x,,.x.,x.n.,,,..'1....,r..:h:.,.,::«...,.. .. ,.x ............. ....,.:,.....:..... ....s.... .......... ..... ._...... :..,,.,x x,,x,,.,,�.....,,,,,.,............,............ ,::,...,:.,..,,.,,.,,.,,,,,,,, ;4,:*o.�:.0 ratan n,w,r..a..r,a.>w,E xax.,n..a:,,,.�u aaaauuuaua.� a .x.,...,.,...:.......... ,......,. � ,. CONSTRUCTION TEEN .. .. .,. ...... ............ .... -� 7. TRENCHES SHALL BE RESURFACED IN CONFORMANCE WITH CITY OF 41 ATASCADERO — _. .' ATASCADERO STANDARDS AND THE PROVISIONS IN SECTION 306-1.5, SYMBOL PROPOSED � -- xx� .mN. TRENCH RESURFACING, OF THE STANDARD SPECIFICATIONS FOR PUBLIC STD. DWG. N0. � - x WORKS CONSTRUCTION INCLUDING TEMPORARY SURFACING. if I 6 CONCRETE CURB AND 18 GUTTER 418 ' x �°°' , == ' 8. WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED IN CONFORMANCE WITH AMERICAN WATER WORKS ASSOCIATION STANDARD C651, DISINFECTING WATER MAINS. NO CONNECTIONS TO EXISTING CONCRETE CURB,GUTTER,AND SIDEWALK 419 WATER MAINS WILL BE PERMITTED UNTIL THE NEW WATER MAIN IS 20' RESIDENTIAL DRIVEWAY 423 , ,' SUCCESSFULLY TESTED AND DISINFECTED. PROPOSED ASPHALT CONCRETE 9. ATASCADERO MUTUAL WATER COMPANY SHALL BE NOTIFIED AT LEAST 48 '` s'' HOURS IN ADVANCE OF ALL WORK THAT WILL REQUIRE A DISRUPTION s , F a � CO SEWER PIPELINE & SEWER CLEANOUT 605 `TOF WATER SERVICE. NO DISRUPTION OF WATER SERVICE WILL BE °- PERMITTED ON MONDAYS, FRIDAYS, WEEKENDS OR HOLIDAYS. CL W\M WATER & METER SERVICE ASSEMBLY 106 Q° NAM AND STOP SIGN 427 '� 10. CONCRETE THRUST OR ANCHOR BLOCKS SHALL BE PROVIDED AT ALL STREET ` © � VERTICAL BENDS, HORIZONTAL BENDS, AT THE END OF PLUGGED MAINS, Nr srwrwrwrrwwwrrwwrrwrr RETAINING WALL ff °• , .. BEHIND TEES AND BEHIND FIRE HYRANTS. C5 SYMBOL EXISTING re o fir° 11. ATASCADERO MUTUAL WATER 'COMPANY SHALL BE NOTIFIED AT LEAST 24 ;u �� n �, ,'Q` HOURS PRIOR TO STARTING ANY WORK ON THE WATER DISTRIBUTION N EXISTING FIRE HYDRANT ASSEMBLY �ro. �,, FACILITIES. CU EXISTING GATE VALVE 12. NO CHANGES SHALL BE MADE TO THE WATER DISTRIBUTION FACILITIES CD W EXISTING WATER MAINb°x SHOWN ON THESE PLANS WITHOUT PRIOR APPROVAL OF ATASCADERO --- SDEXISTING STORM DRAIN . MUTUAL WATER COMPANY. SS EXISTING SANITARY SEWER � v13. NO CONSTRUCTION SHALL BE STARTED ON THE WATER DISTRIBUTION I G EXISTING GAS FACILITIES WITHOUT PLANS APPROVED BY ATASCADERO MUTUAL WATER N " COMPANY. ATASCADERO MUTUAL WATER COMPANY WILL NOT INSPECT EXISTING EDGE OF PAVEMENT -' INVERT ELEV. THE WORK WITHOUT APPROVED PLANS. CONSTRUCTION PERFORMED ---'--{5 -- EXISTING SEWER MANHOLE LABELED WITH RIM/INVERT WITHOUT APPROVED PLANS AND WITHOUT INSPECTION BY ATASCADERO EXISTING ASPHALT TO BE SAWCUT, REMOVED & OR REPLACED MUTAL WATER MAY NOT BE ACCEPTED. d AS SHOWN ON PLANS 14. ASBESTOS CEMENT (AC) PIPE IS PRESENT IN THE AMWC SYSTEM AND SITE. PMAY BE ENCOUNTERED BY THE CONTRACTOR. IT SHALL BE THE a CONTRACTOR'S SOLE RESPONSIBILITY TO HANDLE, MODIFY, DEMOLISH, REMOVE, HAUL AND DISPOSE OF AC PIPE IN CONFORMANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS INCLUDING ALL REPORTING AND RECORD KEEPING REQUIREMENTS FOR ASBESTOS—CONTAINING co CD MATERIALS. m OTE: oR �o e CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND U `� r SERVICE ALERT AT (800) 642-2444 AT LEAST 48 HOURS BEFORE BEGINNING EXCAVATION AND SHALL VERIFY THE i1r LOCATION OF ANY KNOWN UTILITIES, AND WHETHER OR NOT A SHEET INDEX REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT s DURING EXCAVATION. ��-. = TITLE SHEET �, s42 2 SHEET 1 L CS a H T 2 = SURFACE IMPROVEMENT PLAN L a a SHEET 3 = UNDERGR UND UTILITY PLAN aAPPL IC / E CODES: SHEET 4 _ _DETAILS d UBC-1997 Uniform Building Code NEC-1996 National Electric Code SHEET 5 = TRAFFIC CONTROL PLAN Grading - 33 UBC Appendix LUO-County Land Use Ordinance UPC-1997 Uniform Plumbing Code CZLUO-Coastal Zone Land Use Ordinance o E�S� I UMC-1997 Uniform Mechanical Code Title 19-County Building and Construction � �� � P• HOS®� Ordinance URECORD DRAWING w - T/TTT SHEET OD 0 C 58865 CIO Exp. 6/30/09lo, * EA 402801 4, +11 REVISIONS NO. BY DATE DESGR/PT/ON HIGHWA Y 101 41 BRIDGE CROSSING L0 a. sEPH A.CHOUINARD, P.E. RCE5$865 EXP. 06/3a/og DTE P CH 4� 1 JAC O.7M/ s ADD SEWER ABANDONMENT NOTES ATASCADERO, CALIFORNIA 2 JAC MAXIV7 ADD HYDRANT REMOVAL NOTES Cu THIS DRAWING IS BASED, IN PART, ON INFORMATION PROVIDED BY OTHERS IN C.INJUCTION WITH Joseph A. Chouinard, P.E. 4iQ � 3 ✓AC WNW ADD AMWC NOTES, HYD. REMOVAL THE CONSTRUCTION OF THE IMPROVEMENTS SHOWN HEREIN. THIS INFORMATION HAS NOT BEEN DESIGN/DRAWN �' VERIFIED BY THE ENGINEER AND HE ASSUMES NO RESPONSIBILITY AND PROVIDES N0 WARRANTY 785 Brahma Street -, C 58865 0 4 JAC ����'���' ADO AS-BuiLT DATA 3 JACIJAC STERE'" . KAHN, RCE 42350 XP. 10/3%8 FOR THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. Paso Robles, CA 93446 Exp. 6/30/07 W (805) 239- 3261 Joe No q C/V 11.. �P 03 008 109EPH A. c uiNARD, RCE 58865 EXP. 06130107 C SHEET 1 `� OF 1 Yy r `''{A � wu,yw,xn,� "'..,xwnwxewxe„u"+„u•xu. �� ,f�N+, SPHALT TRENCH R P IR PER `� ,,. 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SCALE 1 " = 30' ESS/ _ CHS � 1101 P LRECORD' DRAWING0 —, C 58865 � ExW ` Exp. 6/30/09 0 ...-..• 1.02 too Column 0^-. CHIC. ClyADUMMCIV1�. �P NOTE: SEE SHEET 3 FOR UNDERGROUND cS u :, C' UTILITY IMPROVEMENTS d .1 2.4 w ESi 1w 3,6 ETW 3°6 E1W ES ES 3.8 3.6 E7w 3.6 Ow 3.6 E1 2.4 2.1 A J PH A. CHOUINARD, RE. RCE 5gI65 EXP• 06/30/09 DATEt� d 0 -w-2 x �.-2 z ...-2 x 2 - THIS DRAWING IS BASED, IN PART, ON INFORMATION PROVIDED BY OTHERS IN CONDUCTION WITH THE CONSTRUCTION OF THE IMPROVEMENTS SHOWN HEREIN. THIS INFORMATION HAS NOT BEEN �"! "+ -• INFER AND HE ASSUMES NO RESPONSIBILITY AND PROV#DES NO WARRANTY URFA CE IMPR0 VEIVENT6 v 450 cL 2 a VERIFIED BY THE ENG 40° 7 VMFOR THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. M 9.752.4 8.75 .� ,. EA 402801 In +11 47.7$ REI/ISIONS HIGHWAY 101/41 .BRIDGE CROSSING NO. BY DATE DESCRIP17ON a E / � r JAC 07MAX ADD SEWER ABANDONMENT NOTES ATASCADERO, CALIFORNIA C/I cn wQ� �r,. 2 JA 01�/nr ADD HYDRANT REMOVAL NOTES ROUTE 41 TYPICAL CROSS SECTION UNDER Joseph A. Chouinard, P.E. ��v 3 JA 041"OA7' ADD A~ NOTES, HYD. REMOVAL DESIGN/URAWN ROUTE 101 BRIDGE LOOKING TO EL CAMINO REAL �'DUUMSoris n� "' Sam 785 Brahma Street a � 1pAr�� ADD AS-BURT DATA ,� C 58865 4 JAC JAC/JAC STERE 8. KAHN, RCE 42350 EXP. 10/30/08 TYPICAL. CROSS SECTION Paso Robles, CA 93446 � Exp. 6/30/0 SME : Horiz 1:100 JOB NO. Vert 1: (805) 239- 3261 03-008 a. sT,� CIVIL fl��` SEPH A. CHDUINA D, RCE 58865 EXP. 06'/30/07 CALo� SHEET 2 cMz OF 5 / y.............................. ------ / a If , , 1 j ./ { � EXIST. M N2 � k' s ` kIM ELEV' 861.90 262.71 OM E W. ELEV. 862.07 (259.714M} EXIST. MH 111f � RIM ELEV. 859.40 (261.948 EW 15" (381 m DR35 PV . r' g it INV. ELEV. 850.83 {259.3 / r f , T. / IS H N1 ; r . EWER N � .-.. IM ELEV. 856.65 (261.1 0 i � �` "^•.,...� ct ! 1. t , d ( TT _7T r.,., xvwa.x»wn,wmae:r,n,v�._- -_-nmsrrww�cp•xec-:•-• s+-_.assmr^:.»•»-�•_..a,;:.-maa•b��. =•saaxw,a„�_uurvm aw,R ..*w+,.A+*+, ^.__ / ` ..aasr nww _—71" ....._-_._.,..-..':-..,._».... _.„,.„„_, asnrt acei�mnhnwu pus ,._.._............__.._....._._.._............»................_................._,._.. _........,....,_.._.......,...._.,.„.„„....»,...»„...........,..,... MH # . ..._ _�_..__..__..�_a.. _. .. BEGIN WA LI MH 1.1 f IMPROVEMENTS --�- / STA. 0+71.81, IGHT- I L JOINTS TO _ '_U �.. __� _____ _ _ �__-____.�__...-�.-- _ _--------___� __ __._______ _ __ F x�,� INST 2� NSTAL ED � J ------- --- ------ ---- __ • • ---. �_. R , . . . . _ _ - _ __ ___--___ _ _ __ _ f: _ J GA V / / UT_ 4 MATCH EX I STING G RADE bw* —F——— ——— ——————— INSTALL N 12* RE OVE 2 AC _.__....M..w_....w_ b$N4NRpR&SRYNCR4MR3:,•`FUYwuwn wauwNCusC.umvauwrsUxmawueRuuMuvJ.Tl.YmNnmpYHSRARRRYs'«'�:F"�SYK#'IYkRc.«"TC”.,i4�C:CC�::C» NYRf9MkAaWxF✓�R�» n%�R/W�'� •faNf+�xl SGRA%Y2 u ry��w / 1 WATER N AND - ---- - -- / /� /• / w `� --~- /-----___ _-----_ --� - REP W '� -END.... LINE, 1, ! DUO ..... �iMP .� - 1 EXIST. 15 _ // / / + t 7 -� A. 5'x"70.98,. / // l Tis ' SEW IN �� ..46'. .RT' / // REMOVED HYDRANT, ----- (TO E B NDONED IN PLACE.. BY , // / ABANDONED PIPE IN PLACE. DIS 0 E ING FROM EWER AICD.. - / EMOVE IST. 1 I H 2 SAC. SLURRY CEMENT) T J� f 3 E OR I?PIN / / • � f r 1�C � i"" ;' ;' V Vim' . / � 'C, /� / / EXIST. MH # Al r i ,+ �� I/L ��` ,� 4 ENCOUNTERED UNMARKED STEEL PIPE. ,.. RIM ELEV. $61,90 (282.710M} i REMOVED SECTION IN TRENCH AND INV. ELEV. 855.33 (260.708M) / / WATER LINE INSTALLED WITH PLUGGED REMAINDER. ! t r` POLYETHYLENE COVER9�, / CL 0 ry cr% 1 r M ' + � � t it / LLJ Ld Ld CD cu 00 7 PLAN Uj Uj �._ W CU W co �- CK 00 -� w -� - _ HORZ. SCALE 1 ' _ 30' Z t-- Q W N d' _W_i ' W p% � r � J w W a t co-� _ Uj M cn cn 865 — . , . .-: o w �, LSSi ;�r _ l — ___ I w 1 I 1 I � c� W COW ►n 1 1 W W I �- - N ( I � LU - �- �, �--� Q I �- w RECO R � , -�, -- ____ _-_ _ ._ _ �__ — __ �' --I N --�- _- - _ _ _ ___ ___ _ ._ __ __w -i �- __ _ - - + u� W_ _ IBX I ST A-D"E + 4' + cv ro r- r-, tr °' -' -D C 5855 . I I w I I l l + I I f I x ,- �- _ � I N w � -�-• > > DC7 N .._.W�Q c n rY _ . : v ZE_ 1 � Q z J J W _' _ o Q Q _ _ ._._ . -- - T _-- _- C 1v� ___� co ''- cn z C) 860 — — — — — N w — N w _ _ __ -- -- -__ __ - . "� -_ _ ._ _ _ _. __ _ _� _ - ----- � —. _ __ __ �� _ _' __ __ _ _ __. .._ _. ._. ____ __ __ _ _ _ _ _ _ _ r__ _ _ _ Q_ �_. _ 1 8�?0 JOS H A.CHOUINARD, P.E. RCE 58865 EXP.06/30/!9 DATE �A1 _ _ - - _ ~- - __ ___ .___ _�_ _ ____ _ __ __ �__ - _.__ _ _ _ _ _ z _ .______� ___ __ ___ ___ ____ .__. �. - - ___..__ ___ - - THIS DRAWING IS BASED, IN PART, ON INFORMATION PROVIDED BY OTHERS IN CONDUCTION WITH __ � Iw THE CONSTRUCTION OF THE IMPROVEMENTS SHOWN HEREIN. THIS INFORMATION HAS NOT BEEN � 7' TO TOP OF WATER LINE i `”`�- ______ � ____ T ___ - -_ INSTALLED TW0 1 1 -1/4 JOINTS VERIFIED BY THE ENGINEER AND HE ASSUMES NO RESPONSIBILITY AND PROVIDES NO WARRANTY � — — __ __ ___ -- _ � _ — __ T __ -_- _ _ � _ __ _ 7 TO TOP OF WATER LINE _ TO MATCH EXISTING GRADE, -- -- -�- - -- ---- FOR THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. A 8' TO TOP OF WATER LINE ' � �..... ._.. ____ ...._.. �.... ..�... ..�».. ..�. .._... .�.._ __ � .� _ __ _ ____ _ -_ -APP-ROK .z_ CAT130-N I I �— I 3.75 OF EXIST. ULVERT 4 4 °.._ . ___ __ I — _� 855 --- - - __ . _ „ �„ �-- 1. 4SM) — __ _. _ __ — �_ ___ _ N Ew-1_j __C30-5m m)---DI- WATE - .: __ - __ _- _-- _- - OTE SEE SHEET FORUNDERGROUND ( 5.5 TO TOP OF WATER LINE ----• ' ' .�.. �._ .__ _ _-- ___... _ ,> •� AC -CATER�”�i����_- _ ___ __ .�.. ____� _____. ._... UTILITY 0 ETAS L� 3 EXIST 12 (305mm) __ _ ____ __ _ o ._ _ _� ___. __ ___ _ — _.___ _ _. __ __ __ __ _ ____ _ __ _ _ ____ ___ _ ._._ j _ _ _ _ _ ___ __ _ __ — __ EX ST 15" (381 mm) CLAY SEWER C LA S-- 0.0044 FT/FT (m/rh) i NEW 5 (3 81 mm) SDR 3 VC EXIST 15'; 381 mm CLAY SEWER } _. . _ _� p _ __ __ __ _ __ ____ __ __ 6 TO TOP OF WATER LINE _ » __ ._._ SM .( 1- FT� �-s_ _ __w . ._ w _ I�._. _._. __ 5.5' TO TOP OF WATER LINE _ �__ ..� I ) _m :_ ._ __, ._ __ __ __ — _ i50 850 �t ( / ) S=0.0010 FT/FT (m/m)� ° 5+00 6+00 7+00 1 +00 2 00 4 3+00 4+00 255+O (M) co 256+00 (m) 257+00 (m) UNDERGROUND U77L17Y FLA A 402801 LA /?E VISIONS HIGHWAY ,/°4 1 BRIDGE NO. BY DA TE DESCRIPT/ON f pFESS/ -�-, � �- Note Q�� C p�'9� I JAC 07/26/06 ADD SEINER ABANDONMENT NOTES ,� � + ; 1 PROFILE �� H0U 010407 ® �� Q`Z` /�',, 2 JA / / ADD HYDRANT REMOVAL NOTES CD N Profile is based upon centerline of Highway 41. Profile reflects r: ' Joseph A. Ch®uinard, P.E. � 3 JAC 04119107 ADD AMWC NOTES, _y HORZ. SCALE 1 = 30 �� -� 12/�7�7 HYD. REMOVAL DESIGN/DRAWN I L an equation station of 1 +00 (feet) and 258+00 (meters). " , 785 .Brahma Street � C 58865 c� 4 1A ADD AS--BUILT DATA JAC/JAC I _ _-� -.-•�. VERT. SCALE 1 -- 3 Paso Fables, A 9344 . x . / 0/07 i sTE�L-"v Q KA HA/, RCE 42-350�ExP 10/30/08 Pipe sizes shown are standard, nominal pipe NQS fig- 326J0B No. dimensions.CL ( > s� C I V 11� �� 03-008 PH A. H UIrVARD RCE 58865 EXP c8 30 07 U � � ., C 0 ./ r' Q F p� OF CA��F SHEET 2 OF 5 ------------ VAL VES MANUFACTURER STANDARD FIRE HYDRANT, DRY BARREL MUELLER AWWA C502 FIRE HYDRANT, WET BARREL CLOW OR JONES AWWA C503 BUTTERFLY VALVE MUELLER / PRATT AWWA 0504 NOTE. 6"MIN. 6"MIN, 1. CONCRETE BLOCK SHOULD BE APPROX. EQUAL IN ALL DIMENSIONS. BALL VALVE MUELLER AWWA C507 FINISH GRADE SAWCUT 2"MIN. AC OR MATCH EXISTING SAWCUT 2. ALL BOLTED FLANGED ITEMS SHALL HAVE 30 MIL PLASTIC WRAP SWING CHECK VALVE MUELLER AWWA C508 AND TAPED COVERING BOLTS AND FITTINGS GATE VALVE, RESILIENT WEDGE MUELLER OR CLOW AWWA 0509 O'.'o ' .O ° ' .O'.' ' .O .' 8 LID MARKED 'WATER' DOUBLE CHECK VALVE CUSTOMER TO SELECT AWWA C510 J. DUCTILE IRON PIPE SHALL BE USED WHEN REQUIRED BY AMWC. AIR RELEASE VALVE APCO AWWA C512 6"ViN.­'CLiI'A6G;`BASE 'MA'�`CN EXIS'TING.. ;ytti' SYSTEM COMPONENT MANUFACTURER PART NO. * AFTER BACKFILLING AND '95X RaA.71 VE'=C6 AC,j7O1V 12 :*' ~ ' : vAL VE Box COMPACTING, THE PAVEMENT ADAPTER, INSTA—TITE, 1", MEP MUELLER H-15426 PAVEMENT MUST BE SAWCUT TO PROVIDE A � VERTICAL SURFACE WITH 36"MIN. CLASS A CONCRETE ADAPTER, INSTA-TITE, 1", FiP MUELLER H-15456 SQUARE CORNERS ANDA SCREENED SAND 95X L6" PVC RISER, CLASS 150 ti AIR-VAC VALVE APCO STRAIGHT AND NEAT RELA77VE COMPACTION 14 GA. COATED APPEARANCE. TRACER WIRE SOLID— ANGLE OLID SCREENED SAND 90% � r ANGLE STOP, 5f8" X 3/4" X 1" MUELLER H-14265 '• RELATIVE COMPACTION � RESILIENT WEDGE GATE VALVE ANGLE STOP, 1 MUELLER H--14266 TO BE PLACED IN r „ SEE SPECIFICATIONS FOR APPROVED MATERIALS ANGLE STOP, 1-1/2 JAMES JONES . J-1527-F ONE FOOT LIFTS ANGLE STOP, 2" JAMES JONES J-1527-F (SEE ALTERNATIVE NOTE#4) BALL VALVE MUELLER 14 GA. COATED COPPER SOLID TRACER WIRE CORP STOP, 1 , MIP X MIP MUELLER H--10012 —#4 REBAR STRAPS 8" MIN. EMBEDMENT CORP STOP 2" MIP X MIP JAMES JONES J-1943 6"MIN. 6"MIN. SPRING LINE 8 CUSTOMER VALVE, 1" JAMES JONES J-1908 B MAX. "MAX. HAUNCHINGTRENCH BOTTOM ya:-,;:•;�:+s P r . �; (2) No.4 BARS CUSTOMER VALVE, 1-1/2- JAMES JONES J-1913 -�- --- -- -- r:�+•��.. CUSTOMER VALVE, 2 --�'-•- £•'•.•+;'' .,;� ;++r•;, ' JAMES JONES J--19 3 ;<s^;.¢ � .; s'•• FIRE HYDRANT, DRY BARREL MUELLER CENTURION A-423 FIRE HYDRANT, WET BARREL CLOW �t:, 12" MIN. FERE HYDRANT, WET BARREL JONES 960 ',�.. .s�i.�•�;t,ur 1. x',�M:y> CLASS B CONCRETE GREATEST O.D. DIMENSION �rc a`+,Ci.' GATE VALVE, RESILIENT WEDGE MUELLER SUPER-SEAL AT PIPE JOINTS.NQ ��� t •ti' +.:5:`s.;. '.r.;:.<rl::j, %: I GATE VALVE, RESILIENT WEDGE CLOW 1. TRENCH SHALL BE BACKFILLED WITH SCREENED SAND (SEE NOTE 7), LEVELED, AND COMPACTED TO 9030 UP TO METER BOX, 5/8" & 1" METERS BROOKS 37T PAVEMENT SUBGRADE. METER BOX, 5/8" & 1" METERS H & C 437-CC 2. ALL OVER--•EXCAVATED MATERIAL SHALL BE REPLACED WITH SREENED SAND AND COMPACTED TO 90Z P.C. CONCRETE BLOCK IS HUB—TD—HUB WIDTH MIN. CONCRETE VOLUMES METER BOX, 1--1/2" & 2" METERS H & C 666-B J. BEDDING MATERIAL SHALL BE MECHANICALLY COMPACTED TO 90X PRIOR TO PLACEMENT OF PIPE. THRUST BLOCKS SHALL BE PIPE 11-1/4' 22-1/2' 45' SERVICE SADDLE, AC PIPE SMITH BLAIR 313 SERIES, 2 BAND 4. AS AN ALTERNATIVE METHOD, WITH APPROVAL BY A.M.W.C., TRENCH SHALL BE BACKFILLED A MINIMUM OF 12" CLASS "B" CONCRETE POURED SIZE BEND BEND BEND SERVICE. SADDLE, AC PIPE JAMES JONES JJ-979 ABOVE THE TOP OF THE PIPE WITH SCREENED SAND (SEE NOTE 6), LEVELED AND COMPACTED TO 90% THEN ON UNDISTURBED SOIL BACKf7LLED W17H NATIVE MATERIAL, COMPACTED TO 90,% AND BACKFILLED TO STRUCTURAL SECTION SUBGRADE 12" 1 CY 3 CY 6 CY SERVICE SADDLE, DI PIPE FORD F202 SERIES, 2 BANDl0" 1 CY 2 CY 4 CY SERVICE SADDLE, C-900 PVC PIPE FORD SMITH BLAIR 317 5. REPLACEMENT PAVEMENT SHALL BE ON KIND" OR AS REQUIRED BY AGENCY ENG/NEER. 1 SEE DETAIL NO. 100 FOR APPROVED MATERIALS. 8" 0.5 CY 1 CY 2 CY SERVICE SADDLE, C-900 PVC PIPE JAMES JONES J969, 2 BAND, IP 6. PIPE SHALL BE BACKFILLED TO THE SPRING LINE AND COMPACTED TO 9OX PRIOR TO 2. IN UNPAVED AREAS, CONCRETE COLLAR SHALL BE A MINIMUM OF COMPLETING INITIAL BACKFILL. 2" ABOVE FINISH GRADE. VALVE BOX & COVER CHRISTY G-5 TAPPING SLEEVE MUELLER OR CLOW H-615, MJ 7. SCREENED SAND SHALL PASS 100 X THROUGH # 4. SIEVE AND SHALL HAVE A SAND EQUIVALENT VALUE OF NOT LESS THAN 20. VALVE FOR TAPS MUELLER OR CLOW E3. PIPE SIZE, TYPE, AND PRESSURE RATING SHALL BE APPROVED BY A.M.W.C. 9. ALL TRENCHES WITHIN THE TRAVELED WAY SHALL BE TEMPORARILY PAVED WITH 2"MIN. COLD MIX AC UNTIL PERMANENT TRENCH PAVING IS COMPLE7E'D. APPROVED. JBN DETAIL NO. APPROVED: JBN DETAIL NO. APPROVED. JBN 10011 DETAIL NO. APPROVED. JBN DETAIL NO. REVIS/ONS: REV. 10/31/04 JBN 5 C A p�� REVISIONS: 0. S C A ,0 REVISIONS: .� C A p REVISIONS: ' A �. a APPROVED MATERIAL$ -- r � TRENCH DETAIL �---` V.- _________ PAVED STREETS WATER VALVE ASSEMBLY 11 Q P " ANCHOR BLOCK DETAIL 115 snip & 100 d), 1 r02 �. �. 10/31/04 NN.— 10/31/04 10/31/04 10/31/04 REVISIONS APPROVALS REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 DESCRIPTIONS BY I DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 UNDISTURBED EARTH A" .A y NOTE: ®WITH NEW SEWER INSTALLATIONS: PIPE SIZE BEARING SIZE CL PRECAST REINFORCED MANHOLE BASES - b A s » (g)WITH EXISTING SEWER: MIN. 10 11 S F POURED IN PLACE CLASS "A" CONCRETE 8" 7 S.F. OD MANHOLE BASE PER S.L.O. CO. STANDARDS — SKID RESISTANT 72" (1828 mm) MAX. PAY LIMIT „ It S DRAWING NO. S-3 " S 4 2 F. PROVIDE MIN 12" (305mm) TYPE A AC PVMT FINAL MINIMUM 8 INCHES INTO UNDISTURBED ca j\ r \ A A GRADE 12 (305 mm) (195 mm) PVMT (BOTH SIDES} � N SHELF .�. MANHOLE FRAME AND COVER TO CONFORM \ SHELF WITH STANDARD DETAIL NO. 608 opO- Q p� O- Q 0— 0 \ 0— O p0— OO 0- Q ` O O DO � b 0- SL PE —SLOPE SHELVES _ Op—O O 0 O 0 O 0 4O C> 4 o O O-�4 O 4 O 0 ©O O �� y . b• No o.4 REBAR "- 12" D.C.4at. n-, 4o a� 40Q pa� Da D 1. Q a EACH WAY DRAIN d gSSEERYSEALED BLIND 2" MIN. PICK HOLE W / REDUCER SIZEAN VIEW, q MIN. 18" (450mm) CLASS 2 ti o N q AGGREGATE BASE -p 4 w LARGE END SMALL END BEARING AREA o a. 95% RELATIVE COMPACTION 12" 8" 9 S.F. clu ..� v 4 q a b 12„ 10„ 5 S F `;'• •'�:; A.C. PAVEMENT \ �' Pq 611 " :' `'"' CONCRETE COLLAR q q / ° 3" MIN. 2 SACK CONC. SLURRY UNDISTURBED N Its : 3" OR 6" RISER RING (9" MAXIMUM) a BACKFILL EARTH NOTE. Qq4 15" 1. BEARING AREA SHALL BE AGAINST UNDISTURBED SOIL. C3 24" PRECAST CONCRETE (TYPICAL) q d MANHOLE WALLS SHALL BEA 2. ALL BOLTS AND FITTINGS SHALL BE COVERED AND o PRECAST TYPE CONFORMING TO q TAPED WITH PLASTIC WRAP, 30 MIL. o ASTM STANDARD C478-61T q SNDISTURBED FOR CLASS 2 REINFORCED COMPACTED SAND J. CONCRETE SHALL BE CLASS B, 5-SACK. .>1 CONCRETE PIPE. 6" (152 mm) OR APPROVED yj ALL CONTACT SURFACES TO 00 MANHOLES SMALL BE WATERTIGHT BE MACHINED GRANULAR MATERIAL. y 26--1/4 95% RELATIVE COMPACTION JOINTS TO BE SET IN A WATERTIGHT „ i BEARING AREA o A C� SEALANT APPROVED BY THE 25-13/32 PIPE 11--1 4' 22-1 2' 45' 90' c CITY ENGINEER. a ? r / / rn w 25-11/32” i A A SIZE BEND BEND BEND BEND AV OUT PIPE IN CHANNEL OR PIPE 1/32" A' o LEAVE p I 'b 12" 3 S F. 6 S.F, 12 S.F. 21 5.F '� SHALL BE PRECUT BEFORE PLACING 10 i= TAPER zv 6" (152 mm} BELOW FL �� 10" 2 S F. 4 S F. 8 S F. 15 S.F. BASE. 2 � 6 48 6 ""� � \/� �\ 8" 2 SF. 3 SF. 5 SF. 10 S.F. >, ..- . d. j r 6" 1 S F. 2 S F. 3 SF.. J:a*Fd -N PRECAST REINFORCED MANHOLE BASES 15 WITH INFLOW AND OUTFLOW COUPLINGS "CAST IN AT ENGINEERED INVERT, ANGLE, (381 mm) 4 1 S.F. 1 S.F i S F C3 7 AND SLOPE ELEVATIONS. rru 1" RADIUS 24" rn 48" (1219 mm) ' " APPROVED: JBN DETAIL NO. L � BROKEN OR CHIPPED RINGS AND CONES 31-1/2" MAX. PAY LIMIT S C A ,& f- ` '' SHALL NOT BE USED EXCEPT BY APPROVAL REVIStoNS: .� A �'-P '''•' •'`' OF THE ENGINEER. P o SouTH6AY FOUNDRY 1900 N THRUST BLOCK DETAIL 116 OR APPROVED EQUAL b CUT EXISTING ROADWAY TO PROVIDE VERTICAL 01 ° 8" MIN.' µ`.' ' SURFACES AND SQUARE CORNERS. CUT EDGES 10/31/04Milo `' ' '' RUBBER WATER STOP WITH STAINLESS STEEL BAND ATTACHED TO ALL WILL BE STRAIGHT AND NEAT IN APPEARANCE. u 60 MIN. FITTINGS TO INSURE WATER TIGHTNESS. NOTE: CAPACITY SHALL BE ADEQUATE FOR A STATE H2O-S16 TRAFFIC LOADING Q .w. n rrmen .i.NEQ0 ,oMe�.i.s�rrrr 0 DRAWN BY: CITY OF ATASC.ADERO DRAWN BY: CITY OF ATASCADERO �, R.A.L. ENGINEERING DEPARTMENT DRAWING NO. C.A.C. ENGINEERING DEPARTMENT DRAWING NO. +a DESIGNED BY: DESIGNED BY: OR DETAIL. SHEET co DATE: TYPICAL. ECCENTRIC -- CONE 606 DATE: 608 SEWER PIPE IN TRENCH LE2NAME: PRECAST CONCRETE MANHOLE FILENAME: SEWER MANHOLE COVED DETAIL, M AT606.DWG AT608.DWG ESSI RECORD DRAWING NRE VISIONS �T1 G HW A Y 101141 IDGE J r,� 1 G � NO. BY DA TE DSRIPTIO C/ L C 58865 1 JA 07/26/06 ADD SEWER ABANDONMENT NOTESATASC24D.ERO, CALIFORNIA 2 JA 01/04/07 ADD HYDRANT REMOVAL NOTES N ,� Exp. 6/30/09 * Joseph A. Chouinard P.E. ��'�Q �'2 p ' O -yam 3 JAC /»/o7 ADD AMWC NOTES, HYD. REMOVAL DFS/GN/DRA WN ® �S�9 CJV>lL ��� 785 Brahma Street , C 58865 d 4 AJ JAC �z/z�/0� ADD AS-BU/LT DATA JAC JAC 0 ( ��� / STEVEN B. KAHN, RCE 42350 EXP. 10/30108 JOS A.CHOUINARD, P.E. RCE 58865 EXP.06/30/09 DATE C�� Paso Robles, CA 9344E Exp. 6/30/07 (805) 239- 3261 JOB No. ` tzaz- u THIS DRAWINQJS BASED, IN PART, ON INFORMATION PROVIDED BY OTHERS IN CONDUCTION WITH s, CIVI\_�a \P 03—D08 M1 J PH A. CHOU/NARD, RCE 58865 EXP. 06/30/07' THE CONSTRUCTION OF THE IMPROVEMENTS SHOWN HEREIN. THIS INFORMATION HAS NOT BEEN OF CAO SH-FE T 4 c VERIFIED BY THE ENGINEER AND HE ASSUMES NO RESPONSIBILITY AND PROVIDES NO WARRANTY FOR THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. OF S /•' ::::_.:. ::.::...... ' rf ``r .^.fir"' i r! X / , { 6 1 ( ) r• •' !;` J'� � it 1/ % f � / { t •,\4r /// j A` -'!t ` RTE :h F, 01 SOUTH BOUND 0 '' RAMP r/ fj` f ' r V f �`� CL SE DURING CONSTRU I6N PERIOD RT 101 NOR OUNI?-_ PER CALTRANS STANDAR t®14, BE ,`? C E DURI` G C NSTRUC�'[ON....PERIODS T--1 P GALT. NS S NDt RD 4, BE ? l f . 2aSLwsslwr.^' {KJawwN ffYWnMa,aM1aW - 1:.WCiF.:' ' .- wxa.wearwus®.:auau+scre.aa"nuam"xaawvmxn+�wxa,,wda+ama„wa.raeuaanoemwewxa�s « .�._ _____._ .._._-_ .. - _ ----. A -.- .._,....,...---"_,...._«...__,......»...____.,,...................�_..._.._..,...,.,.._.n,.__..._»,..,.....,..._......._..»_,....,... a...,.........w., .....-....._.. / RTE 41 EAST AND WEST LANE CLOSURES DURING f �. I _ -.�_.�___._._.._m_... __..___. _.__._�._. . _ _._ _., __ __n_w___.__..__. _CMS-M OT10.�__PER�IO�._-iP-ER.. CA-.TRANS STANDARD __n___._._�.______-._-_... _ � T--12, BELOW RTE 41 EAST AND WEST LANE CLOSURES DURING CONSTRUCTION PERIODS PER CALTRANS STANDARD 4 e, T-12, BELOW f awe,.xra,nx+rmwwevnaM«:,�::.r�<a�mammxec-:e.:rax:::.mr�. .a,mw.aeam .�.vn., ,wwsz.:w�seesw•.wxw,.,vsr «wwarcxauwa....am�wa�wsxewa..wnwaa+w...w `... ............................................... I RTE 101 t SOUTH B ND ON RAMP f ' CLOSE D r RIMG C0 TRUCTION PERIODS i ; PER C S ST DARD T--14, BELOW NOTE: CONTRACTOR TO REPLACE ALL PERMANENT i ? TRAFFIC CONTROL MEASURES REMOVED DURING r' 1 t`t � t tri r CONSTRUCTION. TRAFFIC CONTROL LOOPS DAMAGED DURING CONSTRUCTION TO BE REPLACED (SEE f SPECIAL PROVISIONS OF THE CONTRACT DOCUMENTS). N. i r � TEMPORARY TRAFFIC CONTROL REQUIREMENTS 1. THE PROJECT ENGINEER SHALL BE RESPONSIBLE TO ASSURE THAT THE APPROPRIATE EXISTING PLAN TRAFFIC CONTROLS 'REMAIN IN PLACE AND FUNCTIONAL DURING ALL CONSTRUCTION PHASES. CONTRACTOR SHALL COVER ANY CONFLICTING SIGNS THAT EXIST ALONG THE ROADWAY. HORZ. SCALE 1 " .;.,, 30' - 2. NO WORK SHALL COMMENCE WITHOUT THE CONSTRUCTION SIGNS INSTALLED AND OTHER NECESSARY TRAFFIC CONTROL DEVICES ON SITE. STATIONARY MOUNTED CONSTRUCTION AREA -� ,y D,ST COUNTY ROUTE TOTA L,TPROJECT S NO.I TOTAL S E� �- J �, _.- ---D�,31"�CDUfJTY RWTE 1 TOT«'LYR�!0_J'�fT, $tJEC1?&HEeTSI I 00 SIGNS SHALL BE FLOURESCENT ORANGE, USING MATERIALS FROM THE CALTRANS PREQUALIFIED TABLE 1 TABLE z SIGN PANEL SIZE (vin) I- r� LEGEND TYPICAL RAMP CLOSURES _ _ I ; �---------- ON ON PRODUCTS LIST" FOR SIGNING AND DELINEATION MATERIALS. THE LIST IS AVAILABLE AT THE Max spacingDowngrade _ -- F� 48"x 48" ® Traffic Cone Approach Minimum of canes Approach Minimum Minimum D if frXnF Q*ayssgJ ® 48"x 30' I ' �I eac'rsss�q WEBISTE OF THE CALTRANS OFFICE ENGINEER: www.dot.co.gov/hq/esc/approved_products_„list/ � spud L REG[ST RED CIVIL ENGINEER � - __ � - - __ - ___ _ __ - - - Temporary Sign along taper Speed D -3% -6'1. -9f haw° grgg r Greg r'�1 RsacsreReD clv.L ENGINEER q \ W.Ed&Word8 4 �C 30"x 30" N.Ed r e ° mph ft ft mph ft ft ft f+ May 1,2°06 p CS63t,6 `^' " {tiny Sy.?�`6_... _...,._ U C36386 ~: 1 ' Direction of Travel 20 and below 80 20 25 and below 155 158 165 173 PLAN$APPRaVA4 OATS o,-._-,__- a - ___.__, ____._ _,____ -_____ __.___, ___,__ - __.___ __ - D 4$"X R$"- Speed of ,rjl1 mph or tilpr8 ! PLANS P.PPRGVR;.OA7E T MP a i 0 3. NO LANE CLOSURE SHALL BE PERMITTED EXCEPT DURING THE CONSTRUCTION PERIODS NOTED �_ x°6=06 ❑ 38"x 36"- sped less +hon �° mp[, �--- P.6 30 Ob 25 125 25 30 200 205 21 227 Trw srmb of chrNrr';a or rIa cft`Jaxo or a ii. P �'-•�!'• [rho softs of coworNa or,rs ce0wa or CD Flashing arrow Sign (FAS) 30 1 BO 30 35 250 257 271 287 orraw s%*"sbc for w ft oawRwy +r�. 'P - _ ___ - - ___ -� __ _ - Q 48"x 36" I�+s a11o`wror,ma"sae t�r,s>ar:ofav olY IN THE SPECIAL PROVISIONS. AFFECTED STREETS WILL BE SHOWN IN THE ENCROACHMENT PERMIT. orotee�� o �ar tHBdeo � ,ora: s�� � � =r� uo.� 5bZ5 FAS Support or Trailer 39 245 35 4p 305 315 333 354 °�' 700`to 1000` � 740'to 10001 ,- Cones at 50`Max spacing � arm' ---� { 40 :320 40 45 360 378 400 427 TogtftfteCditivwebskgik.,jfpV1wnwJdx4ov t - To;Oart,'.e0*aianbstis,goto,ffiPVAvrw&_wn I I 0i Portable Flashing Beacon 45 540 45 50 425 446 474 507 M e Shoulder s LEGEND IN, ')� 50 600 50 over 54 see Note 11 A A >ifi tarn • Traffic Cone NATES I i �. c A I ❑ ❑ Or CU 4. AT THE CONCLUSION OF EACH WORK DAY, ALL PAVED TRAVELED-WAY SURFACES SHALL BE c�© (Ga)(L+� azo ccA} cLt) w2D-1 RAMP RAMP -077n8ctor Ty , ,.., Over'SO See Note 11 � Use on sustained downgrade steeper than -3 ^-�-,,." 1.Barricades shaii he )pe .,ti, or,y for closures fasting RESTORED TO AN ALL-WEATHER, TRAVERSABLE CONDITION. THERE SHALL NOT BE A DROP--OFF Use L for Ione widths leas than or percent and longer than 1 mile. ROA4 See Note 5 CL05EQ CLOSED B RAM C2 (CA) - E Temporary Sign aloe week or less and Type DI far closures lasting !anger than e uoi to 12'. AHEAD AHEAD CLOSED one, week. 4 LEFT LANE LEFT lkhE Bnrricndes,Min 3 per lane. ) 0) ss » X* See Note 10. CLOSED CLOSED WORK See Note 2 See Note t Barricades I i 3. ALONG THE EDGE OF TRAVELED WAY > 0.15 FEET. LOW SHOULDER SIGNS SHALL BE PLACED see Note 4 AREA C19 (CA) USE NEXT 2.in oddition to p!ocing ti^e C19 (CA)"RAMP CLOSED AHEAD"and C30 (CA) See Note B "M AHEAD C19 (CA) �= M1 G14 (CA) ❑E c3B (CA) - Direction of Tr^vel RMP CLOSED"signs,back on orange overlay plates with the ALONG THE TRAVELED WAY WHERE THERE IS A DROP--OFF, DROP--OFFS > 0.15 FEET SHALL ® ® 1E ® EXIT word 'CLfDScG"may ne mounted,as directed by the Engineer, I TYPICAL CLOSING OF HALF ROADWAY w4-2L EXIT RAMP OR CONNECTOR -40r- Turn Arrow on all guide signs that refer to the a!�sed ramp. The letter ! siT:a on the overlay snail be the same as the gurrte sign, i REQUIRE EITHER: (� See Nate ,J IrI (� • • '` �• 3.Each ddvcnce C19 (CA)"RAMP CLOSc:D AHCAD"sign shah be equipped I I C11 500'to 750` 500'to 750' 500'to 750' wine at least two flogs for daytime closure.Each flog shall to A. BACKFILLING THE DROP-OFF TO A MINIMUM 4:1 SLOPE; - L I�zL L D See Note 10 L ""�" - be at !east tfi"x ee" ,n size asci Ghali be orange or fivarasacnt (� , See Toble t See Note 12 See Table t See Table 2 See Tohle t See Tablet Q ter,-orange in oaiar. w-. B. PROVIDING APPROPRIATE STEEL PLATES OVER EXCAVATION; - - - _- • -� �� -® 0 - 4_A!I cones; used for ram,cIos,,Ires durin the hours of dorkness ® • I ® Advance warning signs - Q F 9 �I }- y • ( Oo See Nates 1 & 3 Q� --- - -- ---- - - -- - -- -- sholl be fitted wi+h re+roreflecyive bands (or slesves}as C. PROVIDING TEMPORARY CONCRETE RAILING ALONG THE WORK ZONE IN CONFORMANCE • Specified in the tpeclf)ca+ien5. ~1 ► --- ---- --- -- 5.portable delineators.placed of one-holf the spacing indicated aWITH THE STATE STANDARD PLANS AND SPECIFICATIONS. Advance warning signs, 7oO'to 1000' 700'+0 1000' , for traffic cones, may be uaed 'Instead of cones for doytin,e i See Notes 1 &3 I I ® • '� -4 Cones at 50'Max spacing ramp closures only. -41 f/) WORK AREA _ 6.A+ least one person shall be assigned to provide full time I maintenance of Traffic control devices,unless otherwiae Q 500'to 750` 500'to 750' 500'to 750' r • °� A ❑ Shoulder - _ Ext raq?p r EXCAVATIONS BEYOND EIGHT 8 FEET FROM THE EDGE OF TRAVELED WAY MAY UTILIZE ® ❑ G°� directed by the Engineer. RAMP RAMP _-.`-, ^- mectar PORTABLE DELINEATORS AT APPROPRIATE SPACING, ALONG WITH "OPEN. TRENCH" SIGNS. , �>qin 14 (CA) �° N)1`0 cAHEAD CLOSED ® � RAMP during ramp aiasu'res'gn in the gore aroma shall be covered I ri: