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HomeMy WebLinkAboutC6.0_Paving Plan & Profile I I I I I 07 Lij � 0 � ; I I I , 07Li BLOCK 1 c0 j Q o rnr + w + J 1 ii W cx PRC I I `V � � z I j N STA: 10+21.79 w 00 3 2 1 / / . KEY MAP 9 OFF: 18.50'LT 8 PC 7 1 6 5 N w N Z 4 / W N.T.S TC: 2613.35 STA: 10+30.51 I 14 1 2 3 OFF: 16.50'LT ECR 14 1 / TC: 2613.38 STA: 11+66.23 1 I I m < o 0 OFF: 16.49'RT 11 ~ O TC: 2614.22 L LO / o ct - - - / = 0000 - - .� PAVING CONSTRUCTION NOTES r. \ / 8„W 8>,W g"W- 8" " w W 12 12 w LLJ LLI 12 w CONSTRUCO PAAVEMENTTSEC SECTNT ION DETAIL ON AL SHEETAD 08. E EAGLE VIEW CT. 0 0 00 E EAGLE VIEW ST. I � / 10 00 11+00 _ _ _ _ 12+ 0� 00 0') 13+00 _ m _ LL 4+00 14 35 O2 CONSTRUCT 3" ROLLED CURB AND GUTTER 10 Z PER ACHD SUPPLEMENTAL DWG SD-702. 10 / g„S 8„S 8„S � 8„S „_ I J Q"� S W I O CONSTRUCT 5' ATTACHED SIDEWALK PER cl / i I C.) - ACHD SUPPLEMENTAL STD DWG SD-709. 2% - N - MAX CROSS SLOPE. Q /� -t /� / i< + � A Q o R50 0, 10 / A., CONSTRUCT 4' WIDE VALLEY GUTTER PER .\ 6 "p0 / \ <� ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-708. 3 2 1 \ 0, / 3 2 1 N �\ < , 12 \� 1 \ 7 CONSTRUCT PEDESTRIAN RAMP WITH \ vi I / \ l / 7 ECR 1 1 \ O DETECTABLE WARNING FOR PEDESTRIAN 7 \ STA: 12+61.97 \ / � \ ACCESS PER ACHD SUPPLEMENTAL 11 / // BCR / \ OFF: 16.50 RT \ 00 SPECIFICATIONS STD DWGS SD-712 & \ 10 STA: 10+49.49 / PT STA: 11+97.16 \\ MgTCHL�NE, < TC: 2614.64 vi SD-712H, TYPE "H4", MODIFIED FOR 3" OFF: 3+49.49 i // / / STA: 10+69.28 12 OFF: 38.17'RT I SEE SHEET 07 ,! / BCR 5 6 1 O \ ROLLED CURB. O / OFF: 16.50 RT TC: 2614.33 TC: 2613.24 / STA: 12+29.91 I I I 00 / TC: 2613.55 10 ADJUST MANHOLE RIM TO FINISH GRADE. \\ // BLOCK 1 . ' I OFF: 42.68'RT 4 TC: 2614.32 \ \ / � BLOCK2 11 ADJUST WATER VALVE BOX AND COVER TO FINISH GRADE. PROPOSED STREET LIGHT. REFER TO ui LIGHTING AND SIGNAGE PLAN. Q SD CB 01� = - / / 14 CONSTRUCT MIDBLOCK PEDESTRIAN ACCESS co STA: 10+08.58, / 13 < 00 . O PER ACHD SUPPLEMENTAL SPECIFICATIONS Q o co OFF: 75.76RT O 11 / co STD DWGS SD-712 AND SD-712G. o N RIM: 2612.63 16 \ < 00 16 INV OUT: 2609.84 CONSTRUCT DUAL TYPE IV CATCH BASIN � Q25: 1.93 CFS SEE SHEET 08 \ . } �, M PER THE LATEST VERSION OF THE ACHD ° o Qioo: 2.70 CFS SUPPLEMENTAL SPECIFICATION STD DWG W N FOR STORM DRAIN J `° SD-604A. DROP INLETS SHALL BE TWO m a `NFORMATION / / ■ Y aco COMPLETE STRUCTURES ABUTTING EACH / 14 \ OTHER CONNECTED WITH A 12" PIPE. o � INSTALL TYPE III GRATE PER ACHD o 0 DO SUPPLEMENTAL SPECIFICATIONS STD DWG Y ` \ SD-61OA. o � a a E. EAGLE VIEW CT. W U) W r Q N 1 U J N U I L � Q 2620 2620 7 O IW E L '^ru' O LV T E Y U a w > 06 Lu z 2618 2618 z Q o o LLI °O 00z U w w EXIST. GRADE © N o o I J Q 14- LLI 3 a n ROADWAY + N 00 r7 �_ Ir. v/ W � Ln 2616 0 w Z Q N 2616 z o 0 p J N J c>J ~ ~ C� CO 0ON 0 0 N � _ (n � _ Q � N Z � � 7v (�I 0_ + � N_ - +2 QQ°/o _ _ -0.50� Q N _ - - - - - Z U) +0.63% GRAPHIC SCALE IN FEET co >6' U) � QN _ _ - - - - - >61 0 10 20 40 (D .E mc~n z HORIZONTAL PROP. GRADE @ 4 a ROADWAY 2612 2612 m m 3 O w s J } m 3 Q �.: m 0 U m W 2 z Y z Lu U LL 2610 2610 > 3 Q w U) 9+75 00C 1100 12+00 13+00 14+00 14+50 1 a o a ITC: 2613_52 I LOG: 2613.15 I o 0 TC. 2613.35 0 NORTH o 0 0 0 L 1 n z 0 1 9 7 6 z N o $ TC: 2613.38 z 10 TC: 2613.17 LOG: 2613.17 2 `" o J ° Q = N c LOG: 2612,96 - - - z m- - z H N W Z Q N Q LU z W LLI J W / Q C9 W o CT& ° / A B E EAGLE VIEW CT. 0 U a A LOG: 2613,35 TC: 2613.55 SEAL tn C TC: 2613.02 z I = - ASS\ONAL EN�i LOG: A �� of W N 1 / TC: 2613.24 N D LOG-. 2613.04 A 12 9 2 vA C, A C F N TC: 2612,87 / F/ F� Q a LOG: 2612.67 TC: 26: 3. .6 I ER 8 000LOG: 2612.97 EXPIRES 10/31/23 > .3 CAUTION: NOTICE TO CONTRACTOR LOG: 2612. SHEET NO. \ - - N C) s CD = o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , TC: 2612.72 / 14 a UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES \ �„ SEE SHEET 08 N L O G: 2 6�59 FOR STORM DRAIN \ 06 Iz Y � AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED INFORMATION 15 ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION 77 26,2.79; / ° w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o CL �E UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat%below CUL-DE-SAC DETAIL LA = 45`00'00" 06 OF 18 n UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ` 811 before YOU dig SCALE: 1"=40' LB = 9°00'00" V