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ACHD and Meridian Approved Plans 5 - Rob's version���SZONAL �G f� SEE ROAD;AY I I 84.38 PC I [ EPLAN SHEET C.3 (� +41. t 3, 44.161 I 84.28 FL 84.66 CL/GB D I +41.10, 39.511 I`{ I . f +25.63, 44.001 I m I I I 84.71 TOC I 84.79 PT ( I +48.72, 40.551 F= +10.13, 43.83184.30 FL I d 84.83 TOC +10.18, 3958`L I +02.61, 39.55'L I ( 84.63 TOC Is 84.70 TOC I I +56.86, 32.091 I I I I 0 +95.52, 32:291 I 84.03 FL v I I +56.25, 24.431 I I I N CJ I {� I Cn v o I I 84.37 PT f +60.63, 24.501 ( I U I O I I r- r 84.66 PC 2 I I W o 0 0 o +90.63, 24.50'L I 5 � I I - 0 83.07 TBC-RIM I w��- _ _-- - - - - _ - -_ _-84.24 TBC _--- I I +80 63 24.501 9� -2 9iC srr-- - o I tr ! p ,, 9 ; LIJJ � _ 1 ? o 1.2� 1 84.29 CL 83.11 CL/GB 84.14 FL � f /¢ry +80.63, 0.00' +99.92, 0.00' I 1 +95.43, 24.35'L \ 0.98%-8�06---_..._------0.98%--------------------------1T+�Q - 6+0fl 0.65% - 7+0d 0.65% y -9 Q� 1U+-[i0� - - -"` " - 0.40% I � 84.12 FL. 84.79 GB �.�' ���84.83 CL/GB -4----...._---------&IQU2I_._...--_...-..._---------------------------------� Q S. NEW ; +9 6 5 5 ? +25.26, 0.00' 84.24 TBC RIM 83.07 TBC-RIM NEW MARKET AVE. FUTURE - NOT A PART I MARKET AVE. +80.63, 24.50'R +00.01, 24.51'R S. ) I, O 1 0.65% 1 0.98% 1 I r ,+ �P P P P- 84.49 TBC-P _ Prl P P�� P P P I L ! _ -� +90.63, 24.50'R P P P , a�i .m�.�ir�' am zd mausaxxxer __.-,•••",•_D_ _ - - - - - - 84.62 TOC­ _ - - 84.01 FL I P P ? +94.56, 32.55'R o t^ +56.12, 24,00'R r`' - - 84.5d TOC -- - - - - - -- -- +56.41, 32.46'R__._.---------_.._..-_.._--..--------------_._..__ ._...-----.------- 03. " a 3 ., m om � �m a = _ 53 0 53 3 �- D3 3 _ - 53 _ ' W ---- -------------........,._ - _�-_�- 85.40 TOC �3��� �l�` t � -� _ 3 - E - , 5 +80.63, 52.51'R EG - EG Ear E {' 0_ �► t z Q 85.46 TOC E _ EG - EG --- - E _� EG EG E -� f - f \ l t �. 0 o rn - o , - -TOP {iP _, _ .,.. T T OP - - _ 7 t3� - _ r0 +97.31, 52.51 R: - `- I - � .m �. .._. , t III 1i i r UU) MM z D S. NEW MARKET AVE. PROFILE SCALE HORIZ: 1" = 30' V E RT: 1" = 3' 0 15 30 60 90 Plan Scale SHEET LEGEND *_�ELE. & DESCRIPTION FINISHED GRADE ELEVATION 84.12 TBC STA., OFFSET SIDE . 'L +609 24.49 6 l 1.50% FINISHED GRADE SLOPE I GB GRADE BREAK 84.16 CL +60.96, 0.00' CIVIL ACRONYMS ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS FOLLOWS: 84.12 TBC STA. - ROADWAY STATION FROM CENTERLINE +60.71, 24.51'R CL - ROADWAY CENTERLINE PC - POINT OF CURVATURE PT - POINT OF TANGENCY ELE. - ELEVATION L - STATION OFFSET LEFT R - STATION OFFSET RIGHT TBC - TOP BACK OF CURB RIM - RIM OF STRUCTURE LIP - LIP OF GUTTER MA - MATCH EXISTING SW - SIDEWALK EP - EDGE OF PAVEMENT FL -FLOW LINE TOC - TOP OF CONCRETE HP - HIGH POINT CR - CURB RETURN POC - POINT ON CURVE 2595 2595 rr- d- � co 2592 r 2592 11 p �� ^ 0 + T II Q� I Ld N . I < ii cn 2589 m I Q � n N 2589 LE o II �Uj w Z � m UJ w ii w tY 2586 I "Uj ED 2586 LL 0.65 __. n., _ .., u.- _ - ...40% 2583 - . �d_. .. _.� _. ___ _....•....._._ _ .. _._ w,__.. _ _ ___ ._.._. .�. _.. . ,..A. _._. .- _ ... 2583 EXI 3TING GROUND 2580 2580 EXISTING GROUND CENTERLINE 2577 FINISH GROUND CENTERLINE 2577 CD PO N QO �j- �' .- t0 N o M 0) Na) tt) N o o o o o I - �t M '' M to N `t to n d. r 't d' 0)ui to pry n r7 V) Co 0 r` o ItMi n a Co d CO d OJ d co o7 4 d co ": d- 00 4 't 0000 d * 00 Mi M W Kj "� of 00 rj � 00 co Mi to co i � 00 r+i to 00 00 r� to CO Co t7 � co 00 Mi n pp 00 Oo 00 00 Oo u) V) 00 00 V7 00 to 00 U) u) 00 LO LO 00 to N tt� co Cq N co 0 t() N 00 tf) 'n N to N tap to 'n N U) 'n N N N t!7 N N CO 0 N Oo to � N u) tt7 N U) 'n N N � n N N to 'n N 0 N to N N N N N N N N N N N N N N N N C`1 N N N N 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11 +10 11 +40 11 +70 12+00 1 SHEET NOTES A. SEE SHEET C1.1 GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEET SHEET C2.7 FOR TYPICAL ROAD SECTION. C. SEE SHEET C2.3 FOR STREET LIGHT PLAN. D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES WILL BE ALLOWED. E. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD ALIGNMENT. F. SEE SHEETS C4.0 FOR STORM WATER PLANS. KEYNOTES 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-701, SHEET C2.6. 2. INSTALL DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709, SHEET C2.7. 3. INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, SHEET C2.6, WITH TRUNCATED DOMES PER ACHD SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. 4. INSTALL TERMINUS BARRICADE TYPE II WITH KICK PLATE PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. INCLUDE SIGN THAT STATES "THIS ROADWAY TO BE EXTENDED IN THE FUTURE". 5. INSTALL TERMINUS BARRICADE TYPE III PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER ALLOWED. 6. ADJUST RIM TO FINISH GRADE ELEVATION. 7. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT PATCH PER ISPWC SD-301, SD-303, SD-806, AND ACHD NOTE #3 & #9 SHEET C1.1. Plans Accepted For Public ConstructionStreet BY stamping and signing the improvement plans, the Registered Engineer ensured the District that the plans conform to all District policies and standords. Variances or waivers must be specifically and previously up roved by the District in writing. Acceptance of the Improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY akk f. DAT ADLZ9&�Z_-P , OUN'TV HIGHWAY DISTRICT N 2 zzz0 0 2 2 2 P V) V) v! U w w w W - 0 o O O O O flQ©OQ z Q f2 I- U j z w Z PV Q00w UJ O O I- Q O -!- Q zCA Q O RAWING STATUS: APPROVED FOR CONSTRUCTION ENGINEERS. SURVEYORS. PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE (208) 639-6939 FAX (208) 639-6930 DESIGN BY: TGA/AY DRAWN BY: TGA/AY CHECKED BY: TGA/AY DATE: 3-6-19 PROJECT: 18-160 SHEET NO. C2.1