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Home My WebLink AboutCC - N. Backfire Way Plan and Profile KEYMAP r 10821 "nRa,a� mf 10/4/22 0 �FG yTF OF \OP�� P. MCCP� 0P� O 6O 0OS 9O 10 11 12 13 14 15 / O SHEET LEGEND D a M 30.53 TBRC +90. TBRC/HP .� �ELE. & DESCRIPTION FINISHED GRADE ELEVATION +00.00, 16.50'L +90.02, 16.50'L 30.93 TBRCWA� + n STA., OFFSET SIDE - \ 30.61 PT 31.25 TBRC 30.85 TBRC 30.45 TBRC , 0.00, 16.50'L +00.00, 16.50'L +00.00, 16.50'L 1.50� OR/W R/W +19.8 9,/W16.50'L R/W. R/W /W R/W R/W RfW /W R/W ft/W /W R/ R/WOO.00, 16.501 R/W R/W R rR/W R/W R/W R/W R R/W- °_ FINISHED GRADE SLOPE +o R +00.00, 0.00' m 0.4% 0.4% z GRADE BREAK s PC l 4%, N.BACKFIRE WAY m \ +17.0 23 01 695 0'L 0 2+00 3+00 u a 4+00 5+00 6 0 7+00 �" - I- TSl - u -I 1 - - - - \ 30.13 TBRC R o o N +00.00, 16.5o'L op% m CIVIL ACRONYMS O Z _ 0.4% 0 4% m v, 30.07 'L I cs �- 04% 71 m/a m/a m/a m/a m/a m/aim/a m1a m a m/a m/a m/a /a m/a m/ _ ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS - � 0 O °I m/ 30.61 PT 31 - - - - - .. - .. .. - a a m/a .. m/a =�, �m/a m/a FOLLOWS. _ o +86.50, 16.50'L o. �� u I/ �`° a 01 CL 30.93 TBRC 31.29 TBRC/HP 31.25 TBRC 30.85 TBRC STA. - ROADWAY STATION FROM CENTERLINE ~ / 30.05 PC o�°I° - 3/ +19.89, 16.50 R +00.00, 16.50'R +90.02, 16.50'R +00.00, 16.50'R Cl SWA +00.00, 16.50 R 30.53 CL m - CL - ROADWAY CENTERLINE u m� +oo.00, o.00' +oo.00, 0.00' 1 m 166.50, 36.50'L / 30.53 TBRC 31.33 CL 3 PC - POINT OF CURVATURE \ 00 30.21 CL +00.00, 16.50'R 30.93 CL 30.45 TBRC PT - POINT OF TANGENCY +00.00, 0.00' +00.00, 0.00' +00.00, 16.50'R Z ELE. - ELEVATION +00.00, 0.00, 30.19 PC N = R - STATION OFFSET RIGHT +17.02, 16.50'R m 2 TBC - TOP BACK OF CURB / \ 30.13 TBRC O �' z SEE ROADWAY PLAN RIM - RIM OF STRUCTURE / ab O. +00.00, 16.50'R `SHEET C2.2 MIA - MATC- LIPH OF GUTT G AS - 30.07 PT O = SW - SIDEWALK 29.70 FL +86.50, 16.50'R P EP - EDGE OF PAVEMENT �z +66.50, 30.67'L 13 12 11 10 9O R20.00 3 FL - FLOW LINE 29.65 FL _ PRH TOC - TOP of CONCRETE +66.50, 0.00 1 HP - HIGH POINT 29.99 CL/INT I s PCC - POINT OF COMPOUND CURVE +50.00, 0.00' - �s 29.76 PC /- POC - POINT ON CURVE _ +66.50, 36.50'R INT - INTERSECTION VG �`� C9 .p �C PRC - POINT OF REVERSE CURVE OSEE ROADWAY PLAN ��F,p �\ / ® -f SHEET NOTES SHEET C2.1 \ 29.55 FL A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. /+66.50, 30.67'R \ J�. `` /- / -\-b I� / �� B. SHEETS TiOAGESP`LANT LIGHTING, PAVEMENT MARKINGS AND SIGN C. SEE SHEET C2.7 FOR ROADWAY DETAILS AND TYPICAL ROAD SECTION. N. BACKFIRE WAY PLAN AND PROFILE D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0 NO TOLERANCES WILL BE ALLOWED. N Z 0 30 60 90 0 3 6 9 E. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD Q LLI ALIGNMENT. Plan/Profile Scale:1"=30' Profile Vertical Scale:1"=3' N ILL O F. SEE SHEET C4.1 FOR STORMWATER PLANS. 0 00 Z 2 w o KEYNOTES W Q CC Z G Q (7 0 W vi CONSTRUCT STREET SECTION PER DETAIL 1 ON z 0 TS1 SHEET C2.7. Q 0 0 INSTALL 3" ROLLED CURB AND GUTTER PER ACHD II^ II CR SUPPLEMENTAL STANDARD DRAWING SD-702. Q `P N tO O INSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK O 0 j y N y N SWA PER ACHD SUPPLEMENTAL STANDARD DRAWING N N SD-709. _ W RAMP TYPE "Id" Lu m II w II H SDT712H,E WITH R TRUNCATED DOMES PERRACHDC N PR 2i < LL CD <uj BEPRIGIDENTAL DRAWINGS INSERTS WET-SET -712. DOMES THE CONCRETE Lu UQ cvw caw (CONCRETE STAMP AND ADHESIVE MATS NOT � ALLOWED) AND SHALL BE COLORED 'TRAFFIC Q m YELLOW'. Q Z 2540 N 2540 VG INSTALL 4' WIDE VALLEY GUTTER PER ACHD 0 SUPPLEMENTAL DRAWING SD-708. +o + O M O � _ .0 II + p Va~ II II W N N 0 m y M w I 2535 N N a 2535 j m II c7 w w II w 0 o� Q FINIS ED GROUND 0 0.40% -0.40% 2530 0% 2530 a - - - - - - - - - - - - -- -- -- - - - - -- o - - 0_ E N G I N E E R I N G ~ 3 6725 NORTH DISCOVERY WAY EXISTING GROUND U BOISE,IDAHO 83713 PHONE(208)639-6939 3 kmengllp.com EXISTING GROUND CENTEF LINE 2525 FINISH GROUND CENTE LINE 2525 N DESIGN BY: MSD,IRW DRAWN BY: JRW O I N M o N a :T o ,p a co o r-: N ro rn M rn o o ,' CHECKED BY: MSD U o; 0 m ai m o 0 m of of c6 6 m 0 m - o; of 0 0 00 0 o N M N N N N , N R, N , N i7 N M N N M N 1) 1) DATE: 9-22-22 � N 0 n , 0 n Ln L0 � N N N N N N N N N N N N N N N N N N N N N N N N N N N PROTECT: 21-221 0 o SHEET NO. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 C2.3 a Z KEYMAP 1�YIOl1(Jv(/21 K nRn„qr,R Jf 10/, 0 �FG 9TF OF MC�P� D 0Pt z 13 14 15 16 N ? O O 0 7O OO FUTURE PRESCOTT RIDGE 0 f SUBDIVISION NO.4 I � SEE ROADWAY PLAN � (» -SHEET C2.5 30.79 TBRC +00.00, 16.501 N 30.03 FL SWA CR 31.09 PT 30.78 CL/INT SHEET LEGEND +37.30, 15.67'L +72.30, 36.50'L 31.09 PC U 30.58 TBRC TRN +62.38, 151.50'R +25.88, 270.00'R +03730CL0.00' +00.00, 16.50'L PRH �\ --- ___ 30.36 FL CR �ELE. & DESCRIPTION FINISHED GRADE ELEVATION PRH +40.30, 15.671 SWA W 1 30.45 TBRC 30.31 CL/INT 30.97 PC o ' 31.09 PT CR SWA 30.71 FL 31.32 TBRC 32.10 TBRC STA., OFFSET SIDE W +00.00, 16.50'L +25.88, 0.00' +42.38, 98.50'R o .. +25.30, 16.50'L +40.30, 0.00' +00.00, 16.50'L +42.38, 408.5>D'R a/w =� niw R R/ R/w R/w R/ Raw Raw R w R/w R w /w yw R/w Kew R/ -- - --- 1.50% FINISHED GRADE SLOPE - - N N o° o T62 - -_- --,- 20 O 4g - -- W 0.4% - 0.7% 0.7% '0 fib' 0.4% 1.1% 1.1% - - GRADE BREAK N 6 0 VG 7+00 w 8+00 9+00 10+00 u a - - N.BACKFIRE WAY TS1 TB3 TS1 a P o o TS1 TS2 0 o z W a� -o s , VG OO CIVIL ACRONYMS O '00, 5q, 0.7% 0.7% 0.4% 0.4% O C�O R2� F30.55 1.1% 1.1% _ -_-..-- - z o 30.66 CL CR SWA 22 -m/ Miv /a ° IS PT 1 __ ALL GRADES ARE TO TOP BACK OF CURB UNLESS NOTED AS L o Z 6y � � .. � � - 09.38 64850'R - FOLLOWS: W � o +00.00, 0.00 O 31. OOCLo.00' 30883T62 STA. - ROADWAY STATION FROM CENTERLINE 30, 16.50 R CRU 30.58 TBRC 31.32 CL INT +00.00, 0.00 CL - ROADWAY CENTERLINE PRH 3 PRH / L 31.40 CL SWA PC - POINT OF CURVATURE +00.00, 16.50'R +25.88, 135.00'R 30.84 PC 286.50'R +00.00, 0.00' PT - POINT OF TANGENCY Q 30.50 PT 3L24 TBRC/HP S10 +09.38, 233.50'R �31.32 TBRC ELE. - ELEVATION C +90.30, 16.50'R 30.55 PT +00.00, 16.50'R L - STATION OFFSET LEFT G x +88.80, 16.50'R 31.19 TBRC +89.38, 286.50'R +07.30, 36.50'R D f trt'ii 29.79 PC +00.00, 16.50'R 23 O R - STATION OFFSET RIGHT -i D _ TBC - TOP BACK OF CURB 30.45 TBRC - +89.38, 16.50'R 21 3 Z it RIM - RIM OF STRUCTURE +00.30, 5TBR16.50'R D SEE ROADWAY PLAN LIP - LIP OF GUTTER -SEE ROADWAY PLAN A SHEET C2.6 II MA - MATCH EXISTING 30.38 PC = SHEET C2.2 A +09.38, 36.50'L f I SW - SIDEWALK o 38 FL EP - EDGE OF PAVEMENT z +37.30, 30.67'R < \ I FL - FLOW LINE 29 79 PT TOC - TOP OF CONCRETE j HP - HIGH POINT +89.38, 16.501 I F 24 O --_ -'_ PCC - POINT OF COMPOUND CURVE / O 3 �� POC - POINT ON CURVE INT - INTERSECTION PRC - POINT OF REVERSE CURVE / ® SHEET NOTES f 20 A. SEE SHEET C1.1 FOR GENERAL, GRADING, AND ACHD NOTES. B. SEE SHEETS C1.3 FOR STREET LIGHTING, PAVEMENT MARKINGS AND SIGNAGE PLAN. C. SEE SHEET C2.7 FOR ROADWAY DETAILS AND TYPICAL ROAD SECTION. PLAN AND PROFILE D. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0 NO N. BACKFIRE TOLERANCES WILL BE ALLOWED. N Z 0 30 �WVAY 90 0 3 6 9 E. ALL STATION AND OFFSET LABELING RELATED TO EACH SPOT ELEVATIONS ARE REFERENCED TO THE ROAD Q W ALIGNMENT. Plan/Profile Scale:1"=30' Profile Vertical Scale:1"=3' N d ILL O F. SEE SHEET C4.1 FOR STORMWATER PLANS. 00 Z 2 w o KEYNOTES W Q Q CONSTRUCT STREET SECTION PER DETAIL 1 ON C9 LLJ z TS1 SHEET C2.7. Q > Q CONSTRUCT STREET SECTION PER DETAIL 2 ON Z Q d TS2 SHEET C2.7. Q CR INSTALL 3" ROLLED CURB AND GUTTER PER ACHD 0 a SUPPLEMENTAL STANDARD DRAWING SD-702. r s OCONSTRUCT 5' TRANSITION FROM 6" VERTICAL 0 - W TRN CURB AND GUTTER TO 3" ROLLED CURB AND U CL.LJ GUTTER.O LU C Q Y INSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK SWp' PER ACHD SUPPLEMENTAL STANDARD DRAWING Q SD-709, d INSTALL 10' WIDE ATTACHED CONCRETE SIDEWALK m S1O PER ACHD SUPPLEMENTAL STANDARD DRAWING Q Z 2540 0 2540 SD-709. Q PRH INSTALL PEDESTRIAN RAMP TYPE "H" PER ISPWC o SD-712H, WITH TRUNCATED DOMES PER ACHD + o SUPPLEMENTAL DRAWINGS SD-712. DOMES SHALL ^ BE RIGID INSERTS WET-SET INTO THE CONCRETE + n rn (CONCRETE STAMP AND ADHESIVE MATS NOT l� ALLOWED) AND SHALL BE COLORED 'TRAFFIC p N a YELLOW. Y n N VG INSTALL 4' WIDE VALLEY GUTTER PER ACHD M InN SUPPLEMENTAL DRAWING SD-708. o �No m N O INSTALL TERMINUS BARRICADE TYPE II WITH KICK 2535 N a I m I� 2535 TB2 PLATE PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-1132A. BARRICADES SHALL HAVE a THICKENED EDGE ALUMINUM WITH 6" WIDE w REFLECTIVE RED/WHITE DIAGONAL DECALS. w FINISHED GROUND PAINTED SIGNS NO LONGER ALLOWED. OINSTALL TERMINUS BARRICADE TYPE III PER ACHD TB3 SUPPLEMENTAL STANDARD DRAWING SD-1132B. BARRICADES SHALL HAVE THICKENED EDGE 1:14% ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. PAINTED SIGNS NO LONGER 0.75% -0.40% ALLOWED. 2530 2530 a z km EXISTING ENGINEERING 0 V 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE(208)639-6939 3 EXISTING GROUND CENTE LINE kmengllp.com 2525 FINISH GROUND CENTE LINE 2525 DESIGN BY: MSD,_RWN DRAWN BY: JRW O o ,M „'�� N n o Do o o ,n m o n ao CHECKED BY: MSD U O M N o 0 oM N oM N N r%� r� N r%� N r%� r%� DATE: 9-22-22 N N N N N N N N N N N N N N N N N N N N N PROJECT: 21-221 0 o SHEET NO. 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 C2. 4 0 a Z