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HomeMy WebLinkAbout2352CITY OF RANCHO CONSTRUCTION NOTES: 1 6' VAR. COLD PLANE (0.12' -0') AND 0.12' OVERLAY PER DETAIL HEREON HERMOSA 0)_ GRIND AND PATCH — VAR. COLD PLANE ON THE FIRST 6' (0.24' AT EDGE OF AVE. -� GUTTER TO 0.12) AND EXTEND 0.12 9 COLD PLANE /GRIND ALL THE WAY TO END OF THE HEAVY ALLIGATORED AREAS AND PATCH WITH 0.12' A.C. AND OVERLAY WITH FROMM IN TREET TO RROW RO TE SHEET INDEX. 0.12' A.R.H.M PER DETAIL HEREON. (2>__ 0.12' THICK ARHM OVERLAY NOTE: ROUTE AND SEAL CRACKS 1 4" AND ( / SHEET -1 TITLE SHEET LARGER PRIOR TO OVERLAY) GENERAL NOTES SHEET -2 REHAB PLAN D3--- 0.12' COLD PLANE, 0.12' A.C. PATCH AND 0.12' 1, All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public SHEET -3 STRIPING PLAN ARHM OVERLAY (NOTE: SEE PLAN AND DETAILS) Works Construction, (Green Book), 2012 Edition. G___ 25' 0.12' TO 0' DEEP VARIABLE COLD PLANE AND ARHM ( ) 2• Public and Private utilities and substructures shown hereon are from available records. The Contractor shall be �i responsible for protecting all utilities and substructures as shown within the construction limits of this project and shall A a �� PKWY Q d�, FOR SINGLE OR DUAL 10' DOUBLE YELLOW LINE lq > o ,,zs H g� LEFT TURN LANES ONLY OR MEDIAN CURB FACE OVERLAY PER JOINT AND TRANSITION DETAIL ON HEREON Z w be responsible for any damage as a result of the construction operations. r Q� a a a ��P Y > 1' > S CHURCH ST. = a J ¢ = CHURC L15 TURN LANE ADJUST MANHOLE TO GRADE �-/ 3• The Contractor shall notify Underground Service Alert 1- 800 - 422 -4133 and the following utilities two working days prior U W W 30' 10 6 ADJUST TO WATER VALVE GRADE to construction or regarding any problems. a SAN BEF?$1ARD10 ■ _ RD Z H A -C - •a FOOTHILL & VA u. N 7 INSTALL CONSTRUCTION NOTIFICATION SIGN Southern California Edison Co. (909) 357 -6581 �N S ®I a f�8 WHITE TURNING LANE LINE a THRU LANE A �_� a W Southern California Gas Co. (909) 335 -7755 air (SEE SPECIFICATION APPENDIX FOR DETAIL) FIELD LOCATE APPROPRIATE LOCATION SHALL BE Verizon Communication 760 245 -0330 _� ARROW ROUTE a ( 10 m c ❑� F!-.E APPROVED BY CITY INSPECTOR Cucamonga Valley Water District (909) 483 -7313 I JERSEY BLVD, g ^" ^` . STRIPING NOTES. Charter Communication (909) 392 -5137 J Y W > FERRON a st r A T a S F R R �, 4- LANE LINE ! X Metropolitan Water District (213) 217 -7807 -� W r A > o THRU LANE `° &RE-INSTALL DETECTOR PER PLAN AND LOOP PLACEMENT DETAIL ON SHEET 1 AND THE SPECIAL PROVISIONS °C z 7th STREET 10 v' to @>-PAINT 4" SKIP WHITE LANE LINE WITH TYPE "G" MARKERS PER CITY STANDARD 6th STRE 4. The contractor shall notify the City of Rancho Cucamonga Police Department, The Clty of Rancho Cucamonga Fire W CID Department and any affected school district, 72 hours prior to construction indicating any detour and /or road closures. p _ _ NO. 133 INCLUDING TYPE "A" MARKERS. AND INSTALL CERAMIC BOTT DOTS. PAINT LEGEND, SYMBOL OR ARROW TYPE IV S.A.E. (THERMOPLASTIC) 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) 477 -2740, Monday — 4th d STREET LANE LINE OR 8 M 3 TURNING LANE LINE @--PAJNT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "D" MARKERS • Thursday, and at least two working days prior to the construction start date. PER CITY STANDARD NO. 133. CUCAMONGA 0�l1*�0 THRU OR RIGHT 10 � � 6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or encroachment within any GAUSTI PARK I -LO FREEWAY TURN LANE 3 10 E INSTALL CONSTRUCTION NOTIFICATION SIGN N A City of Rancho Cucamonga easement or rights—of —way. F�INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. 7• During the construction operations at least one 12' lane in each direction shall be provided for each direction of travel PROJECT 5' �' I N.T.S. 1' �a I. @-PAINT TWO—WAY LEFT TURN LANE WITH TYPE "D" MARKER TOP OF CURB FACE on all streets at all times. The traffic lanes shall be maintained on pavement and shall remain unobstructed. LOCATION PER CITY STANDARD NO. 133. 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall take sole INSTALL THERMOPLASTIC 12" SOLID WHITE STRIPE PER CITY STD DWG NO. 133 responsibility for the repair /replacement, at no cost to the City, for any damage to said underground utilities, pipes and YICIIVIT'Y SAP LAP DETECTOR PLACEMENT �I - -PAINT 8" WHITE CHANNELIZING LINE WITH TYPE "G" MARKERS PER CITY STD DWG NO. 133 structures. wort To SME Contractor shall verify ll conditions and dimensions shown on the plans at the site rior to commencement of an work. REFER TO PLAN FOR DISTANCE 9• y P P y PAINT 4 SOLID WHITE LANE LINE WITH TYPE G MARKER PER CITY STD DWG. N0. 133 " " " TO ADVANCE DETECTORS All discrepancies shall be reported for direction immediately to the City. @—INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall possess an and all NOTE: REFER TO SHEET 4 FOR TRAFFIC SIGNAL 10. P P y ON Q_-INSTALL R -26 (CA) SIGN ON EXISTING ST. LIGHT POLE Ma-10' WIDE CROSSWALK WITH 2 -12" SOLID YELLOW LINE AND 24" SOLID YELLOW STRIPE contractor licenses, in form and class as required by any and all applicable laws with respect to any and all of the work VIDEO DETECTION SYSTEM PLAN HEp�I�OSq AVE AND FERON LINE o4' O.C. (THERMOPLASTIC} to be performed under this contract; Including but not limited to a Class "A" License (General Engineering Contractor) or " (&-PAINT 8 SOLID WHITE LINE a Specialty Class C -12 license (Earthwork and Paving Contractor) sufficient to cover all the work to be performed by "C-12" @—PAINT 6" SKIP WHITE BIKE LANE LINE CALTRANS DETAIL 39A the Prime Contractor in accordance with the provisions of the Contractor's License Law (California Business and (a-PAINT 6" SOLID WHITE BIKE LANE LINE CALTRANS DETAIL 39 Professions Code Section 7000 et. se q.) and rules and regulations adopted pursuant thereto. q) 9 P P @—INSTALL R81 WITH R81A OR R81 B (SEE PLAN) SIGN AND POST PER CITY STANDARD 401B REMOVE EXIST. SIGN ON STREET LIGHT POST EXISTING SURVEY MONUMENTATION 64, All existing survey monuments that will be disturbed by this project shall be referenced and 32' (SEE PLAN) reset by the City Construction Surveyor in accordance with Section 8771 of the California 32, 32' Surveyors Act. Found monuments are shown on the plans and described as follows: VAR. PER PLAN (NON FOUND) 5' �+ 1 2 6' EX. A.C. TOP OF EX. A.C. O 2 1 o _ SURFACE SURF ACE VAR. 28'-32- (SEE PLAN) .�• 1 I O \ j'\\j;,; � SEE PLAN STRIPING GENERAL NOTES --- 5' \, \ \, , \ 12 • • /; v,%�"i �;� i` i�^ > %��`.!� <,:�,��.' j ' .r����/ 1. All details and dimensions for traffic striping and markings and the Installation thereof shall conform P 9 9 \/ �, t / J i i� ,S� <-�,; .✓ ^, \ ,tom \',, \ /r:,� \i� _, , ,>. �._; - -('i �"(� .� n, � �r �,. , �.;,: � �r, C 1 f'1 Plans Cit 3 Maintenance Manual Standard Pla , -- On \> i — and \,, . , ,, , „ \, ,:, , �...: \ \� _' , 0.12 COLD PLANE GRIND to Caltrans, Standard Specifications Traffic Manual, and y , �, \��,,, `,: ;;\ J ,,, \ f , : > ,, \,, �� : �, ,rr PLANE/ GRIND P , �<<— �, \� �I �\ , y-.s /, - -, — 0.12 A.C. PATCH Standard Ian no. 133, unless otherwise approved or directed b the City Engineer. ,,', \' �j 2. Procedures for painting of striping and pavement markings and Installation of pavements markers shall \ \r , , , ROUTE AND CRACK SEAL VISIBLE CRACKS EX. GUTTER 1/4" OR LARGER PRIOR TO OVERLAY . r� conform to the Standard Specifications for Public Works Construction and the following provisions. ROUTE AND CRACK SEAL VISIBLE CRACKS ` \` GRIND AND PATCH 1 l OR LARGER PRIOR TO OVERLAY MYP.) A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. (SEE DETAIL BELOW) I 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 TYPICAL CROSS SECTION � TYPICAL CROSS SECTION of striping and markings. NTs '� �' 28 +00� TO 29 +50± NTs + + D. All control Points and spotting removed during sandblasting shall be replaced prior to installation of 10 +5th_ TO 14 +75_ EX. A.C. striping and markings, 29 +50+ TO 33 +50+ SURFACE ROUTE AND CRACK SEAL VISIBLE CRACKS 0.24 COLD PLANE /GRIND A.C. PATCH 1/4- OR LARGER PRIOR TO OVERLAY E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to 0.121 A.C. PATCH AND installation of new or replacement striping and markings. 0.12' ARHM OVERLAY EX. GUTTER F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, 15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the TYPICAL CROSS SECTION first, unless otherwise noted. O.Ir HM OVE "Y 14 + 75 TO 28 + t)O ± NTs FILE: soo -2o13- � g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), unless otherwise noted, W W 0- Wn CAW La W n h. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping 30 �o DESCRIPTION OF REVISION DATE . and markings to the satisfaction of the City Engineer. En 1. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control CITY OF RANCHO CUCAMONGA measures, in accordance with the city and state standards. 0 2IA TRAOLD PL I EXIST. A.C. PAVEMENT ° Q (Q12' COLD PLANE AND 0.12' A.C. VARIABLE COLD! PLANE 2 o� °o °M �'�' °'12 °� -� TITLE SHEET ,� ° Z J. Temporary or construction striping and markings shall be in accordance with the city and state standards THMEss. VARIES o oo°o P P . 9 g y , �n`?°oso� OVERLAY) a� 1 and as directed by the City Engineer. �% �$ 9 PROP PR0P05En HERMOSA AVENUE 3. Street Name Signs shall be installed per City Standard Plan No. 401 —A. v,Xv oasT A.C. SURFACE c 4. Traffic Signs shall be installed per City Standard Plan No. 401 —B. EwsT: AwG. CRACKS EX. CAB PAVEMENT REHABILITATION NOTE: LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. FROM MAIN STREET To ARROW ROUTE) H GRIND A PATCH DETAIL QgpFESS, °,� �o �, . S APPROVED BY: DATE: r�G Underground Service Alert COLD PLANE SURFACE *NOTE: GRIND HEAVY ALUGATORED SURFACE TO 0.12 APPLY TACK �,� �� CITY ENGINEER RCE: 3672 IL , ORE yo COAT AND OVERLAY WITH 0.12' A.C. (C2 -PG 64-10) AND REMOVE RESIDUAL AC LEFT BY COLD PLAN v G Call: TOLL FREE COMPACT (NOTE: MAINTAIN EXISTING GRADE) OPERATION TO PROVIDE FULL DEPTH BUTT JOIN FOR OVERLAY. Vn NO. 53672 Z DESIGN PLAN PREPARED BY: RECOMMENDED w n Exp. 06 -30 -15 RD -1 CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE SHII `�.,,. ►,�l 1.800 OVERLAY JOIN DETAIL -!� C%V t,' er RANCHO CUCAMONGA, CA 91730 422 -4133 NTS F OF ���� RD -1 1 OF 4 CHECKED DRAWING NO. RD -2 2352 TWO WORKING DAYS BEFORE YOU DIG o� of of of of 12 COND. CABLE of Loif D. 3 CON CABLEof of of of 2 "C., 24 SMFO Tt 8TH STREET. SEI SHEET 9 OF 1C EX. R/W QONSTRUI M FURNISH AN[ CABINET PEEN I nL JrGS..1f1L 1—tXV YIJIVINJ. 1144 i M-L VVIiI t INVLILL(i Vr%Uj1'4L. 1 WIN FOUNDATION WITH PAD PER CASE 3 DETAIL ON THE TITLE /DETAIL SHEET.. EXACT A LOCATION SHALL BE VERIFIED BY THE ENGINEER. INSTALL GLARY BATTERY B CK UP SYSTEM PER THE SPECIAL PROVISIONS. F-2� FURNISH AND INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE WITH (1) 50A-1P CIRCUIT BREAKER FOR METERED SIGNAL, (1 ) 30A-1P CIRCUIT BREAKER FOR UNMETERED LIGHTING, AND (1) 15A -1P CIRCUIT BREAKER FOR METERED I.I.S.N.S. SEE SPECIAL PROVISIONS AND CITY STANDARD 407, I F PINT TO INSTALL 3 CONDUIT WITH 3-#6 SERVICE 'FIRES FROM ED SON FEED O SERVICE PEDESTAL AT 8786 HERMOSA AVENUE AS SHOWN. FURNISH AND INSTALL SINGLE INPUT EVP OPTICAL DETECTOR ON SIGNAL MAST ARM. SEE TITLE/DETAIL SHEET. F5 I FURNISH AND INSTALL A 2 "C. WITH A 24 STRAND SINGLE LODE FIBER OPTIC (SMFO) INTERCONNECT TO PULLBOX ADJACENT TO CONTROLLER CABINET AT ARROW ROUTE AND HERMOSA AVENUE (APPROXIMATELY 2000'). RUN 2" CONDUIT FROM PULLBOX TO CONDULET INSTALLED INTO THE SIDE OF THE EXISTING CABINET. FURNISH AND INSTALL #6 PULL BOXES AT MAX.. 600' ON CENTER AND AT CROSSINGS. TERMINATE FIBER OPTIC CABLE INSIDE CONTROLLER TO PROVIDE COMMUNICAT10N TO THE SATISFACTION OF THE ENGINEER. CONTRACTOR SHALL PROVIDE ALL APPURTENANCES. SEE SPECIAL PROVISIONS. Under d Se r'ic' AIIsrt of Southam Cdlfomia Gall. TOLL FREE TWO WORKING DAYS BEFORE YOU DIG [6j CONSTRUCT CURB RAMPS PER CALTRANS STD. PLAN A88A, CASE C. INSTALL 2"C AND 24 STRAND SINGLE MODE FIBER OPTIC (SMFO) INTERCONNECT. FURNISH AND INSTALL SIGN ON MAST ARM AS SHOWN. MOUNT PER CALTRANS STD, PLAN ES-7N, DETAIL "U'". aEXISTING FLASHING BEACON AND SIGNS TO CITY YARD. REMOVE FOUNDATION PLETE. Fol REMOVE EXISTING CURB RAMPS. REPLACE WITH CURB AND SIDEWALK TO THE SATISFACTION OF THE ENGINEER. El INSTALL 24 STRAND SINGLE MODE FIBER OPTIC (SMFO) INTERCONNECT IN EXISTING CONDUIT TO CONTROLLER ASSEMBLY AT 8TH STREET (APPROXIMATELY 300'). SEE SHEET 9 FOR CONTINUATION. REFURBISH, RESTRIPE ALL EXISTING STRIPING AND PAVEMENT LEGENDS, NOT MODIFIED OR REMOVED, IN AREA B "SIGNAL" PAVEMENT LEGENDS AND PER THIS FLAN. INSTALL 12" SOLID WHITE LIMIT LINE, PER CALTRANS STANDARDS. 2 PAINT PAVEMENT LEGEND , P ER CALTR A NS STANDARD PLAN A24D. REMOVE AND SALVAGE EXISTING SIGN AND POST. 4 INSTALL SIGN AS INDICATED ON NEW POST TRAFFIC SIGNAL. POLE.. 5 WET SANDBLAST AND REMOVE CONFLICTING STRIPES AND/OR PAVEMENT MARKINGS. REFURBISH 12" SOLID YELLOW CROSSWALK, PER CALTRANS STANDARDS. SEE DETAIL SHEET FOR GENERAL NOTES. * EVP DISCRIMINATOR 3 0 Rv woo" 2352 -fir SHEET 4 OF 4 11 �0 �0 �0 �0 0 °a 0° 0 00 0 �a °a 0 �a a * EVP DISCRIMINATOR 3 0 Rv woo" 2352 -fir SHEET 4 OF 4 11 W v 3k O W 05 W O 1 Z Z I h v 3k O W QO W O I z Z V I , I - 1 - - -P- 4 - - -� J - - -L J - - -L ---' ,---I - - -L i - -- i - - -r 1--- — — — 7 +00 A --- � -- -� 150 r $+00 — — — — —tea— - J - - -L 1 - - -..r pz - -� - - -r i - - -r -.- - - -I - L J - -_L E 1 I I I ? I I I I I I I I � I I I Izi I I e } r I i 100 I TQ R81 & R81 B o I , I C I �" zio I - 1000 10+ 00 ° 12 +5 13 +00 J � 285' TO , ''- LIMIT LINE �= N -- - - - - - -- --- - - - - -- — -- — -- -- I WEI - -_ r \ / x 1 „ P G - / D° R81 & C A , Q R81 g I N I REV CURV I� L=60' I Ivy I I ' 0 i REV CURVE I i I a i D 100' L =60' z K 0 aoo P , ' M k a EX. GUTTER ' As I cn - 1 _ O ---L21tOO ----- --------------- ---- -- ---- T------- - - - - -- ,'-- ------- - - - - -- - - - -- --------------- ------------------------------------------ N I N N j122 +Ofl 5 50' 23 +00 -23+50 -+ -0 -- -�- - --�-- -� - -{- -- - - --+ - --- 40' 1 N 50' s \ I 00' y rt 11 ' STOP 1 0 I C ! B P G - ---- -— — — 0 L 0 1 0 0 ('c � I � I I 1 � i I ( I I I I i I � I I I i I i I i I I I 1 I K I I 0' I I I 14 +001 - - - v . . ....� O ENV miom EX. GUTTER A) (l) (P �- -- - - - --- ----- - - - - -- - ----------------------- - - - - -- - - -- -- -- - - - - - -- ----- - - - - -- J ,�, N 285' TO N X -WALK 70' 16+00 TV 5V OPEN t - _ - \ I M C P I I I I � I I � I G 4 3 O O I U .-V g 1'%Il 1114v 111v I V.a. &RE-INSTALL DETECTOR PER PLAN AND LOOP PLACEMENT DETAIL ON SHEET 1 AND THE SPECIAL. PROVISIONS NOTE: SEE SHEET 4 (2168 -S, REV. A) FOR THE ALTERNATIVE TRAFFIC SIGNAL DETECTION SYSTEM (VIDEO CAMERA DETECTION SYSTEM) @-PAINT 4" SKIP WHITE LANE LINE WITH TYPE "G' MARKERS PER CITY STANDARD NO. 133 INCLUDING TYPE "A" MARKERS. AND INSTALL CERAMIC 801T DOTS. C PAINT LEGEND, SYMBOL OR ARROW TYPE IV S.A.E. (THERMOPLASTIC) @-PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "D" MARKERS PER CITY STANDARD NO. 133. (E>-INSTALL CONSTRUCTION NOTIFICATION SIGN (N /A) (a-INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. @�-PAINT TWO -WAY LEFT TURN LANE WITH TYPE "D" MARKER PER CITY STANDARD NO. 133 (&-INSTALL THERMOPLASTIC 12" SOLID WHITE STRIPE PER CITY STD DWG NO. 133 IQ -PAINT 8" WHITE CHANNELIZING LINE WITH TYPE "G" MARKERS PER CITY STD DWG NO. 133 PAINT 4" SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY STD DWG. NO. 133 INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. (D-INSTALL R -26 (CA) SIGN ON EXISTING ST. LIGHT POLE M(J --10' WIDE CROSSWALK WITH 2 -12" SOLID YELLOW LINE AND 24" SOLID YELLOW STRIPE LINE 04' O.C. (THERMOPLASTIC) N PAINT 8" SOLID WHITE LINE PAINT 6" SKIP WHITE BIKE LANE LINE CAL TRANS DETAIL 39A (&-PAINT 6" SOLID WHITE BIKE LANE LINE CALTRANS DETAIL 39 @-INSTALL R81 WITH R81 A OR R81 B (SEE PLAN) SIGN AND POST PER CITY STANDARD 401B @ZREMOVE EXIST. SIGN ON EXISTING ST. LIGHT POST 800 - 2013 -19 NOTE: ALL LEGENDS, SYMBOLS, LIMIT LINES AND CROSSWALKS SHALL BE THERMOPLASTIC. m ri,m DESCRIPTION OF REVISION DATE I CRY APROVED: W v 3 O W m W N 1 2 v ot- SCAI—E.- 10 = 40' 4RoF ESS/ Q + P STAG �y o No. 53672 70 z Exp. 06 -30 -15 �qT CIY1V F CALF CITY OF RANCHO CUCAMONGA STRIPING PLAN HERMOSA AVE. PAVEMENT REHABILITATION (FROM MAIN ST. TO ARROW RTE.) APPROVED BY: CITY ENGINEER DESIGN PLAN PREPARED BY: RD -1 CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 RD -1 CHECKED RD -2 DATE: RCE: 53672 RECOMMENDED 3 OF 4 DRAWING NO. 2352 -S , 1 E*!fNSALE.• 1 " = 4 0' �I m 34 00 G > I �t7 I p C C f 34 +50 I I �o 0 E CONSTRUCTION NOTES 1 6' VAR. COLD PLANE (0.12' -0') AND 0.12' OVERLAY PER DETAIL ON SHT. 1 i A GRIND AND PATCH — VAR. COLD PLANE ON THE FIRST 6' (0.24' AT EDGE OF GUTTER TO 0.12') AND EXTEND 0.12' COLD PLANE /GRIND ALL THE WAY TO END OF THE HEAVY ALLIGATORED AREAS AND PATCH WITH 0.12' A.C. AND OVERLAY WITH 0.12' A.R.H.M PER DETAIL ON SHEET 1 2 0.12' THICK ARHM OVERLAY (NOTE: ROUTE AND CRACK SEAL 1/4" AND LARGER CRACKS PRIOR TO OVERLAY) 3 0.12' COLD PLANE, 0.12' A.C. PATCH AND 0.12' ARHM OVERLAY (NOTE: SEE PLAN AND DETAILS ON SHT. 1) 4 25' (0.12' TO 0' DEEP) VARIABLE COLD PLANE AND ARHM OVERLAY PER JOINT AND TRANSITION DETAIL ON SHEET 1 5 ADJUST MANHOLE TO GRADE 6 ADJUST TO WATER VALVE GRADE 7 INSTALL CONSTRUCTION NOTIFICATION SIGN (SEE SPECIFICATION APPENDIX FOR DETAIL) FIELD LOCATE APPROPRIATE LOCATION SHALL BE APPROVED BY CITY INSPECTOR FILE: 800- 2013 -19 LEGEND: W v O W aD W O a0 I Z Z U 6' & 25' (SEE PLAN AND DETAILS) VAR. COLD PLANE (0.12' -0) AND 0.12' ARHM OVERLAY 12' COLD PLANE /GRIND AND PATCH - 6' VAR. COLD PLANE (0.24' - 0.12') AND 6' - 0.12' COLD PLANE AND A.C. PATCH AND 0.12' ARHM OVERLAY PER DETAIL ON SHT. 1 v QR4FESSlo' P• S � ��+ TFG �i 0.12 COLD PLANE AND 0.12 ARHM OVERLAY �, No. 53672 Exp. 06 -30 -15 0.12' ARHM OVERLAY ,��� crV il.- •�