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Home My WebLink About2050 SHEET INDEX CITY 01 F RANC110 1 TITLE SHEET CUCAMONGA 2-3 PLANS C -17MC77M NOT-S 4 SIGNING, STRIPING AND PAVEMENT MARKINGS 6' VAR. COLD PLANE (0.12'-0') do 0.12' ARHM OVERLAY n (NOTE: AFTER COLD PLANE, ROUTE AND SEAL VISIBLE CRACKS 1/4 OR LARGER Pf PRIOR TO OVERLAY) , 0= 12 ASPRUBBERHOT ( ) 0__ HALT RUB MIX (A-R.H.M.) OVERLAY ( - 25' TRANSITION- VAR. COLD PLANE (0'-0.12') AND 0.12' ARHM OVERLAY PER DETAIL wr""'_`AVEMEK';--., T REHAO"711LITATION (SEE OVERLAY JOIN DETAIL "B" ON SHT 1) �- SAWCUT AND REMOVE HEAVY ALUGATORED SURFACE AND REPLACE WITH 0.12' A.R.H.M. SURFACE COURSE OVER 0.66 (8') A.C. BASE COURSE, SEE REPLACEMENT DETAIL ON SHT 1, SECTION A (BASE LINE RD. T9TH STREET) (FIELD LOCATE EXACT LOCATION WITH THE CITY INSPECTOR) GENERAL NOTES ADJUST MANHOLE TO GRADE 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the SAWCUT TO 0.12' TO JOIN Standard Specifications for Public Works Construction, (Green Book), 2003 Edition with BUTT JOINT SEE OVERLAY DETAIL "D" ON SHT 1 2004 suppliments. 9�- PROTECT IN PLACE 2. Public and private utilities and substructures shown hereon are from available records. RANCHO CUCAMONGA 0 Far s114QE OR DUAL 10' OF DOME YELLOW LINE The contractor shall be responsible for protecting all utilities and substructures as '� TURN LANES ONLY OR MEDIAN a�Re FACE @ - SAWCUT AND REMOVE EXIST A.C. PAVEMENT AND A.C. BERM AND REPLACE Po P 9 WITH 0.12 ARHM SURFACE COURSE OVER 0.66 �8') A.C. BASE COURSE shown within the construction limits of this project and shall be responsible for any PROJECT SITE _ LF F TURN LANE r SEE REPLACEMENT DETAIL ON SHT 1 , SECTION 'A damage as a result of the construction operations. CONSTRUCT CURB AND GUTTER PER STD DWG 104, A2-8. NOTE: SAWCUT EXIST. A.C. SIDEWALK AND BUTT PROPOSED CURB AND GUTTER TO EXIST A.C. SIDEWALK. 3. The contractor shall notify UndergroundService Alert 1-800-422-4133 and the following - °' E 8'w"'TM 7UF64'"G LAW LINE_ _ - SEAL JOINT WITH CRACK SEAUNG MATERIALS. SEE CROSS SECTION ON SHT 1 . utilities two working days prior to construction or regarding any problems. M r "' THRU LINE '' ? - REMOVE A.C. BERM ISyA t I;1AK'1f 10' ;, X �- REMOVE EXIST BERM AND PORTION OF A.C. SIDEWALK AND CONSTRUCT CURB OPENING Southern California Edison Co. (909) 357-6221 ` a„y _ _ 9AkYAN1 CATCH BASIN PER STD DWG 300 AND PER DEAl1L ON SHT 1 ., CONNECT OUTLET TO Southern California Gas Co. (909) 335-7583 1 Verizon Communication (909) 469-6340 ==J THE EXIST. 18" CMP. V=2.09, W=3.5' FIELD ADJUST AS NECESSARY) KaK A f r (rao> we AVEA - 4 LANE UNE I \ ) - . - Cucamonga County Water District (909) 483-7448 �°' 4. #- - �� ,4- I _ m . - t` '- i,'4s' � -�- : �` V � =� NCTOffA 5. THRU LANE � STRIPING NOTES. WMTT VSTA ST V /t 16Y --`_- _ _- -- -. Metropolitan Water District (909) 776-2664 _ 4 5°"" F j xi 1d m (&-INSTALL DETECTOR LOOPS PER LOOP PLACEMENT Charter Communications (951) 343-5171 L= e,� °�� A WT AW - _�-` w � DETAIL ON SHEET 1 AND SPECIAL PROVISIONS t PKWI < ° ErfAM -__- CHU CHURa , o-PAINT 4" SKIP WHITE LANE UNE WITH TYPE "G" MARKERS PER CITY r = x __r'4LME UNE az a ;,, - STANDARD NO. 133 INCLUDING TYPE A MARKERS. 4. For inspection of this project, the Contractor shall Contact the Public Works Section S�� TURNING LANE LINE at 477-2740 Ext. 4077 two working days prior to the required date. Ca-PAINT LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.) / BIKE LANE ARROW W � � .' THRU OR RIGHT 10' 5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any - •N = ' 'R - _ - TURN LANE n D�-PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "D" MARKERS W 910 5T PER CITY STANDARD NO. 133. construction or encroachment within any City of Rancho Cucamonga right-of-way. m ,th 5 5 A.•S R R " """""" . G : �� Eo-INSTAIl CONSTRUCTION SIGN (SEE SPECtFICATiON APPENDIX FOR DETAIL) _ � r it �_ _ TOP OF CURB FACE 1' 6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City - W ih STREP-_- F INSTALL HYDRANT MARKERS PER CITY STD. N0. 134.- of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior ." _' g KTS G�-PAINT TWO-WAY LEFT TURN LANE WITH TYPE "D" MARKER T PER CITY STANDARD No. 133. to construction indicating any detour and/or road closures. �A 3 �prNmM. LOOP DETECTOR PLACEMENT » 7. Contractor shall have a "Class A" Contractor Ucence. H -PAINT OR REPAINT 12 SOLID WHITE STRIPE PER CITY STD DWG N0. 133 REFER TOP F( DISTANCE 8. The contractor shall install "construction notification sign" seven days prior to construction ro TO AD1�A.NCE DETECORS &PAINT 8" WHITE CHANNEUZING UNE WITH TYPE "G" MARKERS PER CITY STD DWG NO. 133 on both ends of the project as directed by the city. (see specification appendix for detail) Ja-PAINT 4" SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY STD DWG. NO. 133 EXISTING SURVEY M O N U M ENTATI O NID-INSTALL HYDRANT MARKERS PER CITY STD. No. 134. All existing survey monuments that will be disturbed by this project shall be referenced and 72# L-INSTALL W41 SIGN ON ST LT. POLE reset by the City's Surveyor in accordance with Section 8771 of the CaliforniaMa-PAINT 12" SOLID YELLOW 45' Surveyors Act. Found monuments are shown on the plans and described as follows: NWPAINT 6" SOLID WHITE BIKE LANE LINE PER CALTRANS DETAIL 39 (FOUND) 24 34' 24„ 8 ' TRANSITION PAINT 6" SKIP WHITE BIKE LANE UNE CALTRANS DETAIL 39A ' �� VARIABLE COLD PLANE 2 SEAL JOINT (CRK SEAL MILS.) A� 1" I.P. AT THE C.L INTERSECTION OF ARCHIBALD AVE. AND CAMDEN DR. .1 ��' 1 � -Lpy 1 �� y FROM 0'on3 0.12' DEEP EX. AC S1W MH 1" I.P. AT 'sPy O 0 2 0 o O o N� B� THE C.L INTERSECTION OF ARCHIBALD AVE. AND ACE HARDWARE DRIVEWAY o � ��, a �, ,L� 08 N �� o PROPOSED ---I- "o ---- ry ��. W 0 P 8 `oQ off' l�.Z� SURFACE _ _ t-soz TD EXIST A.C. SURFACE --- STRIPING GENERAL NOTES - e r. e - �R X O�ryti"� `�/o r--- ------i--1 e o• 1. All details and dimensions for traffic striping and markings and the installation thereof shall conform to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City � Standard plan no. 133, unless otherwise approved or directed by the City Engineer. ?jcl °oo° y w0.p°°° ° r I ROUTE AND CRACK SEAL VISIBLE CRACKS ^° Oma, I I 6mX____ 2. Procedures for painting of striping and pavement markings and installation of pavements markers shall SEE PLANS 1/4- OR LARGER PRIOR TO OVERLAY (TYP.) conform to the Standard Specifications for Public Works Construction and the following provisions. FOR LOCATION 4 AFTER COLD PLANE. COLD PLANE SURFACE ° A. All pavement markings shall conform to the city maintenance stencils, (S.kE) unless otherwise noted. REMOVE RESIDUAL AC LEFT BY COLD PLAN CONNECT TO EXIST 18" CMP _ ARCHIBALD AVE. - TYPICAL CROSS SECTION ��F�OVERLAY. FULL DEPTH BUTT (FIELD ADJUST AS NECESSARY) CATCH BASIN DETAIL B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. OVERLAY JO11 r DETAIL �t B "' v--2.22' W-3.5' Nc» Jo scA1.F 10+50± TO 33+00± AND 37+00± TO 50+40 ± NTS - C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation NTS NOTE. REFER TO STD D%G NO. 3OR 305 Acro 307 MR UH COVER, of striping and markings. PROTE'C77ON BAR AND LOCAL DEPRESSION CASE "A' D. All control points and spotting removed during sandblasting shall be replaced prior to installation of 0.12'ARHM OVERLAY striping and markings. 0.66' (8-)AC E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to installation of new or replacement striping and markings. 36 - - WIDENING 4, � 24„ F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, 6' o o, 15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the .� y first, unless otherwise noted. 10 � � '�y� � - DESCRIPTION OF REVISION DATE cmc jO 2 0 o O �,� O NOTE: SUBGRADE 909 MIN. COMPACTION g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), 11 3 , � � Z o'`,�ti PNTS CITY OF RANCHO CU CAM ON GA unless otherwise noted. SEAL JOINT WITH N 00,E x t Opti 1.5°,t TO �� M o' SECTION "A" CRACK SEAL MATERIALS '-� PAVING REPLACEMENT DETAIL H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping j ; 8 a - TITLE SHEET and markings to the satisfaction of the City Engineer. --°°° _ ARCHIBALD AVENUE I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control x 'x - - ° °o PAVEMENT REHABILITATION measures, in accordance with the city and state standards. -' EXIST. DIRT ROUTE AND CRACK SEAL VISIBLE CRACKS J. Temporary or construction striping and markings shall be in accordance with the city and state standards EXIST. SIDEWALK SEE PLANS 4 1/4- OR LARGER PRIOR TO OVERLAY (TYP.) (BASE LINE R D. TO 19TH ST) FOR LOCATION AFTER COLD PLANE. APPROVED BY' DATE. a9 and as directed by the City Engineer. Esse ,` CITY ENGINEER ' � ,- <<" � �� - � RCE: 2453 _� � . 3. Street Name Signs shall be installed per City Standard Plan No. 401-A. 1 AROCHMALD AVE. - T YPICAL CROSS SECTION , ��° � �_\ D PLAN PREPARED BY: xrrs 4. Traffic Signs shall be installed per City Standard Plan No. 401-B. + 3 a RD-1 J 33+00± TO 37+00 _ (WIDENING AREA NTS - �, 24983 M CfTY of RANCHO CU ORIVE A F 11 � I � oR� 10500 CIVIC CENTER DRfVE stir I \ Exp 2-31 -05 Z RD-1 RANCHO CUCAMONGA, CA 91730 *\ *; 1 4 ,CMV D<'��/ CI A DIVIM NO. `-`f 2050 SCALE: „ _ 40, 1 , 25' 3 6UA I II 5 L-0, O 6 5 5 5 5 6 5 5 ,,' ' - - - - W , > f 9+02.01 o y i s {�}� '.>f ' � •�p0 � ,. ,'� <. (30 .> 154 C30 .. ,,, ,. #$+{� � C�+'OD � ''� +{3L5 1 r .. >, ,. .. _. N , _ , ., � _, ,.. :. _ $ 9+00 0+00 I --- !� , /+ 2 t .. ,. A. l .,, , 1 Tl. i _..;. �r � ��_ +�.+..- .". ---- .., 2 .. { .. _ , ,:1v-S .. ., VZ^. ,;, S�• ... S 'S } ,.SS a,n ,. >S'-..'.5. ,�v: vS'.^,-:ac,.,,..,.,'.v, ,,..5`.', ,'? v .,. .. ,. x - - s' ,., ., .,...SS. ............ ... ,. •;1.{ ..,..,,... ..,,,.. ....,, ,, .,.. ,,..... n,.cTi:S*tet,.,.,,:r,✓...,., ..,. .,' 4 . - - wi.► aw. 4m� er.+.r a dIF mss_ aas 4o.m ,ea. ,w,� ama arm 0 - �w w a.e i .ai is w -... - -tee►- —i. ++.wu"-ice e at ws _ — w• --. --- Y' t5ARCHIBALD VEx tu Z ;, I U) Q cc W 6 5 0 0 cc 5 6 5 6 6 5 O — -mom- — — � � . .�.. .�..� _... „ -- - - — — -- — — — — ...,.. ._ woo „....,,...�,,,.. -- - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - ` - - - - _ �. 0,00 -.e.r- ago- 7 go _ ... - . 8 IT -7. _ ti e lY 7':` r , , > S riS S 23+ 24+00 zs+o0 +rj0 + .r } Oa t ; > 2 30*00 3 I -t-- — - r - - --— - MIT _ . S _ r; " -ars._�- �� .ss, � _�� . �. - ..- _ - - - - - _.. his �� +.+e. �m �� 4 5 9 \ \ ! � { 1 ARCHIBALD VEw z msmucnay Noms Q 1 6' VAR. COLD PLANE (0.12'-0') do 0.12' ARHM OVERLAY NOTE: AFTER COLD PLANE, ROUTE AND SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) 2a-- 0.12' ASPHALT RUBBER HOT MIX (A.R.H.M.) OVERLAY cffy 25 TRANSITION— VAR. COLD PLANE (0 —0.12 ) AND 0.12 ARHM OVERLAY PER DETAIL • DESCRIPTION OF REVISION DATE APPRCWM (SEE OVERLAY JOIN DETAIL "8" ON SHT 1) 4 SAWCUT AND REMOVE HEAVY ALLIGATORED SURFACE AND REPLACE WITH 0.12' A.R.H.M. SURFACE CITY OF RANCHO CUCAMONGA COURSE OVER 0.66' (8' A.C. BASE COURSE, SEE REPLACEMENT DETAIL ON SHT 1, SECTION 'A' -LEGEND: PAVEMENT PLAN (FIELD LOCATE EXACT LOCATION WITH THE CITY INSPECTOR) 5 ADJUST WATER GAS VALVES TO GRADE R 6'—VAR. COLD PLANE 0.12'-0' AND 0.12' ARHM OVERLAY. ARCH I BALD AVENUE ¢— � �'>;r (NOTE: AFTER COLD PLANE. ROUTE D CRACK VISIBLE CRACKS Ile OR WMER PRIOR M OVERLAY.) PAVEMENT REHABILITATION ADJUST MANHOLE TO GRADE BASE LINE R D. TO 19TH S �— SAWCUT TO 0.12' TO JOIN 0.12' ARHM OVERLAY OVER EXIST. SURFACE _ eFEss f\ BUTT JOINT SEE OVERLAY DETAIL "B" ON SHT 1 t�° � �;`� APPROVED BY: DATE: SV CITY ENGINEER RCE: 24953 9 PROTECT IN PLACE REMOVE HEAVY ALLIGATORED SURFACE AND REPLACE WITH '� �— ' ' o 24953 1 W DESM PLAN PREPARED BY: 0.12 ARHM SURFACE COURSE OVER 0.66 A.C. BASE COURSE (SEE PAVT REPLACEMENT DETAIL ON SHT 1) # EXE ,� �s *1 RD-1 C CITY OF RANCHO CUCAMONGA DRIm 10500 CIVIC CENTER DRIVE 3VO7 RD-1 RANCHO CUCAMONGA,CA 91730 n or A CHErMR.CX No DRAG N H 0. ONE RE No 2050 HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=49F : - u • _r ; , E• T ��CN BENCHMARK: 40 OESCRiF'T10N• 1 I.P. AT CENTERLINE KTERSECTiOM OF - - ST ARCHIBALD AVE AND CAMDENhY ELEVATION: 1407.03' _ ATION - - > r - - - - -_ - - 1 i - -- - = - + _ _ ? - - + -- --_ _. _ - --- ;- _ _ _- - --- +� - -- - DESCRIPTION: 1' I.P. AT CEMTERUI�IE OffERSECIXIN OF T - - -_ - - - -- t BASE LINE RD. AND CAMDEN ST. ' • t - 1 t- r i .. VI{ - - - - - 28 i tQP S lJ 1T L Y. REFERENCE ELEVATIOIi: 1C AT WR OF MOM - -_ VISTA AVENUE ATA. 32+56 i _ ELEVATION 1416.54 - 1 r - _i-. --•__ -- - -._._ .-._.- _. _- _ .__ r - - T - ._ -- - - - - _- __ __ y « : - t 24 j - -: — -- i r + f Y • + J- 20 2p _ r F . C Go a- L « i t « , 1- 1 + T • } r :11� 32+50 33+00 33+ 50 34+00 34+ 50 35+00 35+50 36+00 36+50 37+00 37+50 41 13 W m� kp Z � 9 �� 0 12 11 ,0 Q C4 , , o I , - -� -- _ Z • 4 I .a r - - PROPOSED CdG 4 ` - - -- - - - - - - 6' (SEE X-SECTION, SHT 1) 4 , 6 mow - i �' _ 'w"'� w► :.ww+A �r ��► -- — — sir wras �w N w� �� \ O _ s + I _ L - - g G Lm— -- — r I J im 121 M ,777777777 777777/��;;Z -, / _. . _ titi> ,:?a ,fix._>."3...,.:5?%'h, ,. yy \ .y✓.• O 777/7777-77 77777,7777", 32777777+00 I 33+Q0 34+00 _ 35+00 --- ----� i _ I N04'41'51"E 1 00 36+OD 37+00 38+00 – f --- 39+00 "4n A1 ^ 40+00 +QO 42+ 43+00 2 -- t , ac - - -- - _ -- -- ---- ,. rs• ».f- \ •., - _ - _ __ _.--__. y_._. _. _.._.- - - - ''a^ 'St. >,'n? _.h?:%.>xar.. ..:kr„^.•t;;•, �! -��.,• �! Ili u_._- ,rs!sr++.ls.rear lwlR S!A '_- __ -_ _.__ -- ____ '- _'---. � )•.:... r,-`. -. - _ .. — -- -_ - --- �-w. mom '-_ice / / — $s"_ •�`S' :,x' _.- — — — .:'=- ' .:` v,.'k` '.�- y,� ”` _ _ _.. - ---- --- — _ - W _ \ 41 . Ifiilwnwsasw ! w.ew.+,.w��A � - -- - y _ ow -- -� _ � O RCHIBALD AVE.cc0 25 3 II I I II II I I I it 6 6 5 4 6 1 5 5 I p I I II t1 . --- -- — — — — — -ter 'aiea.w ►- - - irp > h h. , o .?r L H, - '>'a .. .>'w_,. x•.. t^::ri: r,r. r..r,.r?;'. z% ',nhrirl'_�;ti}j'- X;;,; >:' y '•<< ;{,. •?: - '�S'i_.,/, •,r. :i', .i� ..:✓t�;'> ts�.. :2�,'a'x � '3. " d '� ,. j' it},r... , 1- 45+00 46+00 5 47+00 49+00 Y 51+ T— - I `' 2, „ 7 , J J k nx 3._ ix ti wrc 14'x 1• ''ti S'ih , by �s .,,.. °4'r � — _. __ ., •y-- _,..:_ _; _ frc. Vis_ .cp xp s, z ;r rs. s.+. ..,,. ,� -- `' s.✓ :Gy� qh, g sds3 fid" ' _' fir. fix. -- — — — - - -- — ' U -tel—w aRwrl -na+a.+.. s w aw.++.wc.+ A •wee ww..*+nna.. # �- saf 11..�s DESCRIPTION OF REVISION DATE cmrn.. ADJUST MANHOLE TO GRADE I I I o p 7�— SAWCUT TO 0.12' TO JOIN ' = CITY OF RANCHO CUCAMONGA 8o-- BUTT JOINT, SEE OVERLAY DETAIL "B" ON SHT 1 Q� PAVEMENT PLAN COrvSWC770N NOTM, @>— PROTECT IN PLACE !'' A R C H I BA L D AVENUE @0 -- SAWCUT AND REMOVE EXIST A.C. PAVEMENT AND A.C. BERM AND REPLACE LEGENQ: PAVEMENT REHABILITATION 1a-- 6 VAR. COLD PLANE (0.12'-0') do 0.12 ARHM OVERLAY WITH 0.12 ARHM SURFACE COURSE OVER 0.66 (8'7 A.C. BASE COURSE (NOTE: AFTER COLD PLANE, ROUTE AND SEAL VISIBLE CRACKS 1/4" OR LARGER 6'—VAR. COLD PLANE 0.12'-0' AND 0.12' ARHM OVERLAY. 1�— CONSTRUCT CURB AND GUTTER PER STD DWG 104, A2—e. NOTE: SAWCUT EXIST. . AN (BASE LINE RD. TO 9TH ST) PRIOR TO OVERLAY) (NOTE: AFTER coLn PLANE. RourE o CRACK vslett CRACIC.S - ES.t� . a— 0.12' ASPHALT RUBBER HOT MIX (A.R.H.M.) OVERLAY A.C. SIDEWALK AND BUTT PROPOSED CURB AND GUTTER TO EXIST A.C. SIDEWALK. 1/4' oR LARGER PRIOR To OVERLAY.) �� '� APPROVED BY: DATE: SEAL JOINT WITH CRACK SEALING MATERIALS. SEE CROSS SECTION ON SHT 1. ,��' "• CITY ENGINEER % �-� �,6', t , // ( RCE: 24953 25 TRANSITION— VAR. COLD PLANE (0'-0.12') AND 0.12 ARHM OVERLAY PER DETAIL (SEE OVERLAY JOIN DETAIL "8" ON SHT 1)0 ? — REMOVE A.C. BERM 0.12' ARHM OVERLAY OVER EXIST. SURFACE , N°' 24953 °� _ PLAN PREPARED BY: X01 Exp. 12-j1 05 7 0 4�-- SAWCUT AND REMOVE HEAVY ^ALIGATORED SURFACE AND REPLACE WITH 0.12' A.R.H.M. SURFACE �— REMOVE EXIST BERM AND PORTION OF A.C. SIDEWALK AND CONSTRUCT CURB OPENING �� D 1 CITY OF RANCHO CUCAMONC3A COURSE OVER 0.66' (8') A.C. BASE COURSE, SEE REPLACEMENT DETAIL ON SHT 1, SECTION 'A' CATCH BASIN PER STD DWG 300 AND PER DEATAIL ON SHT 1., CONNECT OUTLET TO AM REMOVE HEAVY ALUGATORED AND OR TRANSITION PAVEMENT AND V ` / ova" 10500 CIVIC C \\TER DRIVE 3 4 (FIELD LOCATE EXACT LOCATION WITH THE CITY INSPECTOR THE EXIST. 18 CMP. V=2.09, W=3.5 , LOCAL DEPRESSION CASE A" STD DWG 307 RANCHO CUCAMONGA,CA 91730 C ) REPLACE WITH 0.12 ARHM SURFACE COURSE OVER 0.66 A.C. 5�— ADJUST WATER/GAS VALVES TO GRADE (FlELD ADJUST AS NECESSARY) BASE COURSE (SEE PAVT REPLACEMENT DETAIL ON SHT 1) CHCOM R9X W oNVOM MIX CH a„E ME NO 2050