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HomeMy WebLinkAbout2193 CO'NS7RUCTION NOTES FROM 4TH STRE.ET TO AR , -OW : �O�UTE _ VARIMLE COW PLANE FROM 0' TO 0*17 . (NOTE- AFTER COLD PLANE* ROUTE AND CRACK. SEAL GENERAL NOTES VISIKE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) for 1 . All work shall conform to the City of Rancho Cucamonga Standard Drqwings and the Standard Specifications RANk2C 'H1 "1uA4"% CUC AmMONGA- OA71 ARHM OVERLAY. (NOTE: AFTER COLD� PLAINEs ROUTE Public Works Construction, (Green Book), 2003 Edition and including the 2004 and 2005 supplement. AND CRACK SEAL 1/4" OR LARGER PRIOR TO OVERLAY) 2. Public and Private utilities and substructures shown hereon are from available records. The Contractor shall be EMENT MARKERS AND MARKINGS * -A, REPLACE STRIPING,, PAV ible for protecting all utilities and substructures as shown within the construction limits of this project. responsi NG and shall be responsible for any damage as a result of the construction operations. ALMMb*M= SEE STRIPI PLAN ON SHEET 6. 7 AND 8. ADJUST TO GRADE (M,H,, WATER VALVES, GAS VALVES* METERS 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two working HI nLSl :: AND OTHER APPURTENANCE.) days prior to construction or regarding any problems. 24TH ST 0 ------- J04N EXISTING (SEE JOINT DETAIL ON SHEET 1) Southern California Edison Co. (909) 357-6163 ST SUMMIT Southern California Gas Co. (909) 335-7877 ('6�)-- SAWCUT AND REMOVE HEAVY ALUGATORED SURFACE AND REPLACE Veflizon Communication 800) 469-6340 HIGHI Q A-W.. AS SHOWN. ON SECTION "A� (APPROXIMATE LOCATION, FIELD LOCATE). 1 9TH ov Cucamonga Valley Water District (909) 987-2591 ------- PROTECT IN PLACE. Charter Communication (951) 343-5171 0 Metropolitan Water District (909) 392-5095 t_J �E Q _J ADJUST MH,, -E. VAU LT TO GRADE (BY OTHERS) (Contact Person: John Osornia, WSOG) W COLD PLANE TO FLATTEN HIGH SPOTS At4l) FILL IN, DEPRESSIONS HURC. ST WITH A.C. LEVELING COURSE IN PREPARATION OF OVERLAY .(SEE AC 4. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho Cucamonga REPAIR DETAIL ON SHEET :5) Fire Department and any affected school district, 72 hours prior to construction indicating any detour and/or F01HILL BLVD' road closures. DR. NOTES -27401 C91 PAINT LEGEND., SYMBOL OR ARROW TYPE IV (S-A.E.)t THERMOPLASTIC. 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) 477 > 4 < 0 > SNSF Monday - Thursday, and at least two working days prior to the construction start date. rTyfTQ"VW WN UJUIM, PAINT 4" YELLOW SKIP CENTERLINE WITH TYPE "D MARKERS, PERCITY. construction or 6. A permit shall be obtained from the City of Rancho Cucamonga prior to any DARD PLAN 133. ST STAN z encroachment within any City of Rancho Cucamonga easement or rights-of-way. 2 SM PAINT 4" SKIP WHITE LANE LINE PER CITY OF RANCHO CUCAMONGA 4TH ST 7. During the construction operations at least one 12' lane 'in each direction shall be provided for each STANDARD PLAN 133. OWN" direction of travel on all streets at all times. The traffic lanes shall be maintained on pavement and ------ enriff JW PAINT 4" TWO-WAY LEFT TURN LANE PER CITY OF RANCHO CUCAMONGA Won shall remain unobstructed. STANDARD PLAN 133. 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall take (5 PAINT 12" SOUD W+41TE STRIPE,, THERMOPLASTtC. sole responsibility for the repair/replacement, at no cost to the City, for any damage to said PAINT 4� SOLID wHrm STRIPE. underground utilities, pipes and structures. PER PLAN PER, PLAN , VARIES 0- INSTALL HYDRANT MARKERS PER CITY STD. NO�i 1,34. VARIES PER PLAN PER. PLAN Jolp 1 9. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to A .7 0 PER CITY STANDARD NO. 133. 01 63 commencement of any work. All discrepancies shall be reported for direction immediately to the City. 6 0 ------- C8�-- PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "D" MARKERS 2 1001 10. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall possess PER CITY STANDARD NO. 133. it"i i any and all contractor licenses, in form and class as required by any and all applicable laws with respect to PAINT 8,", wwrm SOLID STRIPE WITH TYPE V MARKERS PER CITY any and all of the work to be performed under this contract- Including but not limited to a Class "'A" License STANDARD 'NO. 133. (General Engineering Contractor) or a Specialty Class "C-12" license (Earthwork and Paving Contractor) 114STALL NEW LOOPS DETECTOR. sufficient to cover all the work to be performed by the Prime Contractor 'in accordance with the provisions of (see detail on sheet 8) the Contractor's License Low (California Business and Professions Code, Section 7000 et. seq.) and rules and 00 10 TING SIGN POST. 0 00 INSTALL W1-7 .SlGN ON Exis regulations adopted pursuant thereto. SEE PLANS 6 ROUTE AND CRACK SEAL VISIBLE CRACKS 1/4" OR 4@- REPAINT EXISTING 4" LANE LINE, 4" EDGE LINE* DIRECTIONAL ARROW & LEGEND. EXISTING SURVEY MONUMENTATION FOR LOCATION LARGER PRIOR TO OVERLAY (TYP.) AFTER COLD PLANE. NOTE: SOME AREAS DON'T HAVE CURB INSTALL W3-3 SIGN ON EXISTING SIGN POST. AND GUTTER, SEE SECTION X All existing survey monuments that will be disturbed by this pr Ject shall be referenced and 0J PAINT 12" SOLID `YELJ_OW STRIPE. ETIWANDA AVENUE, TYPICAL CROSS SECTION AND Y FOR COLD MlWNG AND (1_4 reset by the City Construction Surveyor in accordance wilth Section 8771 of the California OVERLAY. Surveyors Ac.t. Found monuments are shown on the plans and described as follows: NTS INSTALL (RPM"S) DETAIL 40. (FOUND) IF R2 (55) SIGN AND POST -EXISTING REPAINT 55 MPH LEGEND M-F.D. 1" I.P. LOCATED AT ETIWANDA AVE STA. 43+13.59 PROPOSED FINISHED LEGEND,, SYMBOLl, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. M-F.D. 1" I.P. LOCATED AT ET]WANDA AVE STA. 56+06-46 SURFACE VARIES ___QL0LQ PLANE PROPOSED FINISHED C&G M-F.D. 1" I.P. LOCATED AT E`TIWANDA AVE STA. 63+02.16 SURFACE 0-17t COLD PLANE 0.17' ARHM EXISTING F.D. 1 I.P. LOCATED AT ETIWANDA AVE STA. 72+95.35 EDGE OF PAVEMENT 7 M-F.D. BRASS DISK LOCATED AT ETIWANDA AVE AND ARROW ROUTE STA. 89+45.45 -OUND EXISTING :GR 10A M-F.D. BRASS DISK LOCATED AT 4TH STREET AND ETIWANDA AVENUE STA. 10+00 00 EXISTING AC-/ 0.17' ARHM SURFACE 4 -156 4-2-156 STRIPING GENERAL NOTES COLD PLANE SURFACE EXISTING AC 1. All details and dimensions for traffic striping and markings and the installation thereof shall conform EXISTING AC SURFACE SEC770N XaX to Caltrans, Standard Specifications,Traffic Manual, Maintenance Manual and Standard Plans and City LLG EXISTING AC 4V N.T.S. SECTION Ywy Standard plan no. 133, unless otherwise approved or directed by the City Engineer. 2. Procedures for painting of striping and pavement markings and installation of pavements markers shall 0.17" OVERLAY WITH ARHM. (AREAS WHERE CURB & GUTTER ONLY) N.T.S. conform to the Standard Specifications for Public Works Construction and the following provisions, (AREAS WHERE EDGE OF PAVEMENT ONLY) X All pavement markings shall conform to the city maintenance stencils, (S.A.E)unless otherwise noted. VARIABLE COLD PLANE FROM 0" TO 0.17' & :OVERLAY WITH 0.17' ARHM. B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation REMOVE AND REPLACE A.C. PAVEMENT, SEE DETAIL HEREON. DESCRIPTION OF, REYSM, OATE of striping and markings. 71 (SECTION "A" - PAVEMENT REPLACEMENT DETAIL) ( 5 ) 1 11111-1111110111�i gill Ill 11,�Ill Ill D.All control points and spotting removed during sandblasting shall be replaced prior to installation of 25 -I, CO ------- striping and markings. D PLANE TO FLATTEN HIGH SPOTS AND FILL IN DEPRESSIONS x x x x x x VARIABLE COLD PLANE C" OF RM� M� CUCAMM". PROPOSED FINISHED WITH A.C. LEVELING COURSE IN PREPARATION OF OVERLAY (SEE FROM 0' TO 0417' DEEP E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to SURFACE installation of new or replacement striping and markings. AC REPAIR DETAIL ON SHEET 5) UJ x -C4 W TITLE, SHM F.All striping and pavement markings installed on new road surfaces shall be approved low VOC type, PROPOSED FINISHED 15 mil thick(wet). Installation shall be in two coats with the second a minimum of two weeks after the 2 SURFACE 0.17* ARHM QW,,R_LAY E, first, unless otherwise noted. EXIST A.C. SURFACE 0.8S__&Q. PAWBAENT, R8080A g.All thermoplastic striping and pavement markings shall be.installed in one coat and be 10 mil thick(dry), ....... 4TH unless otherwise noted. FROM STRM TO AiRROW ROUTE H. Under no conditions shall a roadway be left over night,weekends or holidays without appropriate striping and markings to the satisfaction of the City Engineer. APPROVED OY-. DATE: TRAFFIC ENGINEER RC,E: 1. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control 10 0�00 00 0 sy� measures, in accordance with the city and state standards. P 2 no D, 1WV00000C OEM �,A PREPAIRED J. Temporary or construction striping and markings shall be in accordance with the city and state standards CRY OF RANCHO CUCAMONGA MVA and as directed by the City Ehgineer. 1,0500 CMC. CENTER DRrVE Dow RANCHO CUCAMOWA, CA 91730 z�ECTION $$A*$ NTS COLD PLANE SURFACE :.rr% 3.Street Name Signs shall be installed per City Standard Plan No.401-A. 6 - N IS ................. E ALL @M A V H-1k A r OF 4.Traffic Signs shall be installed per City Standard Plan No.401 PAVEMENT REPLACEMENT DETAIL NOTE: LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. CHOW PRO", ft f"110 opp 1."M CITY OF RANCHO CUCAMONGA ETIVVANDA AVENUE PAV� EM�.. ENT REHABILI T� ATION 0 < :2 (4) 8 . 0c) U. 4 (4) D CD X > iL < < Cil 0 J co w RW __u_9---- 1",1 oilman I ------ ------------—-- qwmmm U ul- < (�J 0 of Ift Rw C&G It E_3n_w_._ =RAW comm. 00" EXIST. yg d........... M g4 ,- 7 7 -MM 7 77-7-7 ,7 A, W -u- K k� 1E. M1 RN, '2 SEE JOIN 'MM-W, M 1-1201 441"M w- OF -*�............. A DETAIL ON SH T TA- Az, %V:" -77 N F 0, M ji��, w a'" J� KMM.W!��L '4 ­; x;�!,40,r�', lc�c_G c 1�." - owmmw ow 'w"w"wwww EXIST. E.P. -RANS T x CIL CIL ch C, \\j) (N 10-1 4TH STREET ve E71fWAiNj0A 8 4 4 1 (4 ) 4 f A X 4 , 8 4 . . 4. .(: A < :2 X < IJ 31:1' X M < < 4-op < (2) I I I \ I > > C) Ld C br) f�1. -womw -- - --loom a 08=M RW 7�. _ 1 1, om momom EXIST. C&G — —————————— T iiiP Sk" _7 7,77,77717 W :q............... 4 5., �`�8 ; s 4 .............. Pt ­77 3��`F'­," .......... T,c _KIN.................. N",—7, p Wit; M "N _4F",L/7zu f76 _i 7, M57 7-3 ,M:�,�,� - — ,,,— - f -6� f4: v �4 M Nmmm ........... -o- EXIST. E.P. a.. �j < cl- Q CIO 1z X 03 E1r1a*WAN, - ,-,DA AV-,. 40 ill IN,f%-n 0% a a owpoft 1 11 A 11 R IMMIX k;uNSTR;j%w#I I I VoTtz, I I AF 1,1,1 NI 1 MONUMENT rvUND DESCf WTIO N: -OF REMON APPIOW.- VARIABLE COI f*% PLANE FROM Os T 0` 0,17 DATE (NOTE- AFTER COLD PLANE, ROUTE AND CRACK SEAL 1" I.P. LOCATED AT ETIWANDA AVE STA. 43+13.59 ------- VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) 0—F.D. I" I.P. LOCATED AT ETIWANDA AVE STA. 56+06.46 C W, OF RMCM� cAlIcAmall 0.17" ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE ff�-F.D. 1" I.P. LOCATED AT ETIWANDA AVE STA. 63+02.16 El—F.D. 1" I.P. LOCATED AT ETIWANDA AVE STA. 72+95.35 AND CRACK SEAL 1/4" OR LARGER PRIOR TO OVERL R-LAY PLAN- Lv REPLACE STRIPING, PAVEMENT MARKERS AND MARKIN M—F.D. BRASS DISK IOCATED AT ETIWANDA AVE AND ARROW ROUTE STA. 89+45.45 SEE STRIPING PLAN ON SHEET 6, 7 AND 8. L��k-F.D. BRASS DISK LOCATED AT 4TH STREET AND r_11WANDA AVENUE STA. 10+00.00 PAVOANT, REKAW (4 ADJUST TO GRADE (MH, WATER VrALVES, GAS VALVM METERS smw To AND OTHER APPURTENANCE.) FR,OM 4TH ARROW ROUTE Lrr.*^VEN*Uw"e (5 )-- JOIN EXISTING (SEE JOINT DETAIL ON SHEET 1) APPROVED BY' A; WIC ENGINEEK RCE* TORED SURFACE AND REPLACE (6 SAWCUT AND REMOVE HEAVY ALLIGA 0.17' OVERLAY WITH ARHM. AIC OEM I A SHOWN ON SEC 11ON V**&IPPROXIMATE LOCATION, FIELD LOCATE). MVA TO 0.17* & 'OVERLAY WITH 0.17' ARHM, My R VARIABLE COLD PLANE FROM 0' OF MOAMON": PROTECT IN PLACE. TQ50D CM6 CENTER DRWE DRAW RANCHO CUCAMONOA, CA 91730 RE Q_� AULT TO GRADE (BY OTHERS) 8 ADJusT MH, E. V MOVE AND REPLACE A.C. PAVEMENT, SEE DETAIL HEREON. (SECTION A" PAVEMENT REPLACEMENT DETAIL) RD2 wAwoawkwp 00 f A (4) CD 9 67H STREEr Ld J. 0 4 4 4 , 8 4 < 0 < < X < L N < 2x I"i v 1 1 Z _2 v I irl rN -T W to > 17 J (o QD TRANS 4xi W� I'.'- i . I ---------- 4mum Nm - ------- ----—-------------— --- m *_w_ ammo N"p-I - two= -----— > < mmm 40mm* mm—womom--jumm mmom 4wams 400mmp -—------------—------- - 4mmwm 4WAMM 11111101111,1111 R* - - --- -------------------- ------------- -------------- ------4— ------------ -------------------- ------------ ---- ---------------------- -------------- g, NIT z' 7"77, "me, _77 ............ MR '7" Ail 777777, ............... 77777777 .......... 4,.......... .... ........ yF. ......------- CL (4 ) (4) (4 ) 1EYfWANDIA 7 6 (6 ) 4 7 2 < c! H'111T. w cn _'�_MANDA A' -16.46 E X 04 - ,: 00-,0 0 N P A N Z_j z_j c4' 4K owmmm "Boom III I RW ------- RVV age#= town" GOMM amamb wpm I Is ........... AN ................. A .......... E T E --E ----------- 11 ill 11,111111111,1110 loom — —— — ——.—— - —— — — %k' z *of=& "maw w =now avow *00" Ev^[ A C. > Ix 44 0 3: Pix "Ix N < > > (4 ) f (4 ), E miri MPA *wW, CUNSTRUC."'110"NL NOTES VARIABLE COLD PI A"E FROM 0# TO 0.17 PROPOSED FINIS14ED A.C. BERM MONUMEN I (k'OT-E* AFTER COLD'PLANE* ROUTE AND CRACK SEAL FOUND, R_%l FACE VISIBLE CRACKS 1/4" OR LARGER PRIOR OVERLAY) CRY 0.17' ARHM DICECc*RIPTION OF RE\ASM DATE M-F.D. 1 I.P. LOCATED AT ETIWANDA AVE STA. 43+13.59 APPROM: ---------- ..........- (2 )-- 0.17' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE F, ' STA. 56+06,46 ONGA, OR PRIOR TO OVERLAY) ITY . CUCAM XIST. GROUND OF REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS F.D. 1 I.P. LOCATED AT ETIWANDA AVE STA. 63+02.16 EXISTING A SEE STRIPING PLAN ON SHEET 6, 7 AND 8. AT aF.D. 1" I.P. LOCATED AT ETIWANDA AVE STA. 72+95-35 SURFACE OVERLAY PLAN, "F.D. BRASS DISK LOCATED EnWANDA AVE AND ARROW ROUTE STA, 89+45.45 ADJUST IV GRADE (MH. WATER VALVES, GAS VALVESs METERS OTE F.D. BRASS DISK LOCATED AT 4TH STREET AND ETIWANDA AVENUE STA. 10+000.00 EXISTING AC 'SE�C' 77 OK. W W JOIN EXISTING (SEE JOINT DETAIL ON SHEET 1 N.T.S. A FROM 4TH STKE7 TO -M" RUTE (AREAS W4ERE A.C. BERM ONUT) SAWCUT AND REMOVE HEAVY ALAIJIGATORED SURFACE AND REPLACE LEGEND ION APPROVED BY': AS SHOWN ON SECT "A" (APPROXIMATE LOCATIOR, FIELD LOCATE). DAM C ENGINEER IRCE�o TRAFF) 0.17' OVERLAY WITH ARHM. ------- ------ PI A PROTECT IN IMF .DZ �1^� PREPAM' BY: C" ONIM OF RAN", , MM (8 ADJUST MH, E. VAULT TO GRADE (BY OTHERS) ARIABLE COLD PLANE FROM 0# TO 0.17' & OVERLAY WITH 0.17" ARHM. 10500. CIVIC CWTER DRIVE MAWN R*CHO CUCAMONGA, CA 41730 (9� COLD PLANE TO FLATTEN HIGH SPOTS AND FILL IN DEPRESSIONS WITH A.C. LEVELING COURSE IN PREPARATION OF OVERLAY (SEE AC REMOVE AND REPLACE A.C. PAVEMENT, SEE DETAIL '"HEREON. MVA OF' REPAIR DETAIL ON SHEET 5) (SECTION A PAVEMENT REPLACEMENT DETAILJ CWXKED DOMM NM NO FU NO, �Y4 0 son.- 1.0.1mm hAm 3 7 7 X < > 00 Lr ill-, M I.,J f1c, �g w Z o cb, CL Zu-1 `5 (D co L J- > Mow momm RW .NIT 4romm > Ld Comm imam .> !X' 25 66 + CIL T MWD W. LINE man* 7 Fr_ 13 ..... ...... gy, Z ggg IM, He ISR R 'Zil ," "' I '' i �R Z-, ,iv, F E JO D TAIL E Ev 'a am wano., am Now omm "monswoom 14 one& ------ f., I RW ..J Ln E N 0 V., CL < -D 'K Ct* < < > > > 0 (c) Z W (o 4 (At 4 4 4 (Al VIE"' -ulE 4 < 4 6 - --0--A— -*Amon%* 75 wommoomo "w""wo Z, z z s�6vl, 01" QD N CL L-0 (o RW CL KE 0 11,11''I'll OWNS pullopho U) ull Lj CL RW < < lK Now amom 0 v Mom 11 IN va a o w W* LIK iL Q 157�`MO i& .w; 9 A �"MZN�M 2;;�t ;� . -, :7 g 7 ;& -'to 04 6s T IV' %Wo kc < CIZ P,4�1 2 a9mm A , < < 4wom Sam #now LJ LJ bi j < CL CL 0 Q V11, co Or, < W ...... ego* Gomm < Cl mom mwwl�, RW > 4 0 2 41 w w X -mom* U) 8 (6) (4) WH17TRAM A V9,NUE 400 ETEWANDA mue -------- 1.11 All 1,101......mop malmool-m- WNSTRUC"."1100"'N" N"OTES. M U M ENT I 0—uss N u my VARIABLE COLD PLANE FROM 0' TO 0.171. DESCRIPTION OF REVISI ION DATE *pw Jill --- llilililli,iiiigip lip-ill '111 Of------- (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL F.D. 1" I.P. LOCATED AT ETIWANDA AVE STA. 43+13.59 .11 1 Jill Ill pill pol-110 I'll"................ VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) M—F.D. l" I.P. LOCATED AT ETIWANDA AVE STA. 56+06-46 C" OF ROWHO CLWAW?", � 0.17" ARHM OVERLAY. (NOTE: AFTER COLD -PLANE, ROUTE 0—F.D. 1 I.P. LOCATED AT EnwANDA AVE STA. 63+02.16 Y) AND CRACK SEAL 1/4" OR LARGER PRIOR TO OVERLA 0—F.D. 1 I.P. LOCATED AT ETIWANDA AVE STA. 72+95.35 OVEKLAY P'LAN, M, E (3)— REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS M—F.D. BRASS DISK LOCATED AT ETIWANDA AVE AND ARROW ROUTE STA. 89+45.45 M#MDA AM SEE STRIPING PLAN ON SHEET 6. 7 AND 8. 10-4� M—F.D. BRASS DISK LOCATED AT 4TH STREET AND ETIWANDA AVENUE STA. 10+00.00' fAN PAYDA04T ROiASWATION klt� ADJUST TO GRADE (MH, WATER VALVES, GAS VALVES, METERS AND OTHER APPURTENANCE.) FROM 4TH STREET TO ARROW ROUTE IEGEND: JOIN EXISTING (SEE JOINT DETAIL ON SHEET 1) APPROVED BY- DATE: TRAFFIC ENGINEER 7 OVERLAY WITH ARHM. RCE: TORED SURFACE AND REPLACE SAWCUT AND REMOVE HEAVY ALLIGA Ellm.-M 0.1 DOM PARED BY: AS SHOWN ON SECTION OA kAPPROXIMATE LOCATIONj FIELD LOCATE). VAR MVA CITy OF RANCHO CUCAMON(;A IABLE COLD PLANE FROM O� TO 0.17* & OVERLAY WITH 0.17" ARHM. (470�— PROTECT IN PLAqE. DROM 10500 CIMC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 MOVE AND REPLACE A.C. PAVEMENT, SEE DETAIL HEREON. WVA ADJUST MH, VAULT TO GRADE (BY OTHERS) 4 OF -Q. (SECTION "A" — PAVEMENT REPLACEMENT DETAIL) CHMED ORM&M NO. WE Rx NO .......... IF ------------ ---—------------- 4 ol Mmh ­sftft� jr 6 04 X Z -MWD W. LINE 41 .............. ......... Z L�ui I'll 1w w N F- w uj 4awmw 4momm _______ ­>C) U_ ill ammsm avxmm am=& qnmm 4821"am owwom foomm 41mmm aw"m awmm"w"mmom w EXI 7. . BERM a- EXIST. z c CURB ,S, �-��Nx E sl ""P 3,W,T'71 _V*; X No ----------- -TT—, WWA Lo w PCC CUR ----------- ........ tj_ L-1- cno u 'Cl_ CL < 114- Z got EXIST. PCC CURB x A 0 14D (A r N Q) ARROW ROUTE EYEWANVA A V,JEO, J 1j,JE SCALE- 40 PROPOSED FINISHED SURFACE CC CURB D L=_PLAN ELM PROPOSED TOP COLD PLANE TO 0.17" COLD PLAN OF SURFACE FLATTEN HIGH SPOTS EXIST. GROUND EXISTING A 0.17* ARHM SURFACE COLD PLANE SURFACE EXSITING AC EXISTING Ac SURFACE FILL IN DEPRESSIONS WITH SECTION ZwZ A.C. LEVELING COURSE N.T.S. it 11 AC f"N"E"PAll'? D-Evol"fN I L (AREAS VMERE PCC CURB ONLY) ....... all*lpf"% WNUMENT, FOUNU UvNSTMUCTIUM NOTES P. LOCATED AT ETIWANDA AVE STA. 43+13.59 F.D. 1" I VARIABLE COLD PLANE FROM 0' TO 0.17*. F.D. 1 I-P. LOCATED AT ETIWANDA AVE STA. 56+06.46 (NOTE.- AFTER COLD PLANE, ROUTE AND CRACK SEAL F.D. 1 I-P. LOCATED AT ETIWANDA AVE STA. 63+02.16 A D TE My VISIBLE CRACKS 1/400 OR LARGER PRIOR TO OVERLAY) QESCRIPTI`Ohl� OF REVISM F.D. 1" I-P. LOCATED AT ETIWANDA AVE STA. 72+95.35 Ow M. m (2)-- 0.17' ARHM OVERLAY. (NOTE-# .AFTER COLD PLANE* ROUTE M-F.D. BRASS DISK LOCATED AT ETIWANDA AVE AND ARROW ROUTE STA. 89+45.45 N%.�/ A ND CRACK SEAL 1/4" OR LARGER PRIOR TO OVERLAY) 'C'mo . CU-CAMOWA ffl-F.D. BRASS DISK LOCATED AT 4TH STREET' AND ETIWANDA AVENUE STA. 10+00,00 REPLACE STRIPINGs PAVEMENT MARKERS AND MARKINGS OVERLAY PLAN SEE STRIPING PLAN ON SHEET 6s 7 AND 8. ADJUST TO GRADE (MHo WATER VALVES, GAS VALVES� METERS LE 1--of QED Em AOENM AND OTHER APPURTENANCE.) 0.17' OVERLAY WITH ARHM. P*", ,off flts"Lff JOIN EXISTING - (SEE JOINT DETAIL ON SHEET 1): ----------- FRW 4TH STRM T0, AR" R VARIABLE COLD PLANE FROM Ot TO 0.17' & OVERLAY WITH 0.jr SAWCUT AND REMOVE HEAVY ALLIGATORED SURFACE AND REPLACE 7' ARHM. APPROVED BY: AS SHOWN ON SECTION "A" (APPROXIMATE LOCATION, FIELD LOCATE). MAF171C -ENGINEER Ae EER �'Eo C RC REMOVE AND REPLACE A.C. PAVEMENT, SEE DETAIL HEREON. p PROTECT IN PLACE. DBM KPARED W: (SECTION "A" - PAVEMENT REPLACEMENT DETAIL) :cm (9�-- COLD PLANE TO FLATTEN HIGH SPOTS AND FlLL IN DEPRESSIONS OF RO"O Cue 10500 CMC CEWER DR WITH A.C. LEVELING COURSE IN PREPARATION OF OVERLAY (SEE AC x x x x x x OLD PLANE TO FLATTEN HIGH SPOTS AND D PAW RANCHO 0 CAMONGA, �A' 417-30 u C REPAIR DETAIL HEREON) FILL IN DEPRESSIONS WITH A.C. LEVELING ho - 8 COURSE IN PREPARATION OF OVERLAY (SEE AC REPAIR DETAIL HEREON) R CX. NO MOM Noo ................ ------ RD2 OATE MZ�No. ........... 1.93. 6g (4. 'y L # # # #0 10 # j 11 # 4( i # ## ## 14' 12' 12' # 12' 1 1 'CN 2' 15' , 13'1 350 MA X TO LIMIT LINE �# 10 0 # # # # 1 # . 50' f,� � 9 # ...1.. �-"'----�-• :: CENTER ,, ... ....., ,_.., ,.. .,: ..., :¢c _.. 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