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HomeMy WebLinkAbout83-1765 - Revised Sheet 6HIGHWAY GUARD TYPE SS STA 3+00 TO 3+80 RT STA 3+10 TO 3+85 LT STA 4+04 TO 4+28 LT NORTH DENNIS ROAD CONSTRUCTION TRAFFIC SIGNAL CONDUIT NONE N cn CIA 200" FRONT ZONE 1 -\-TELEM-GNE DUCT BANK -~f (SAND ENCASEDj- . _ R_300 00' L=111.42 NORTH DENNIS ROAD BOUND WATER REVISED SHEET 4 OF 11 ;E DETAILS " SHEET 6 OF 11 BELOW PROP LEACHING GALLEY SEE DETAIL PROP G L� PROP COLD -PLANE & OVERLAY-\ DRAINAGE \STRUCTURE DATA STATION -IFP S TION RIM ELEV. INV. ELEV. IN NORTHING EASTING BEGIN STA 1+00.00 x5 PROP-+?ItHWAY LL 0 o n LO 4713.0200 4939.5465 CB 2+50.0 RT--, RADIUS = LENGTH = 300.00" 111.42" TANGENT DELTA = = 56.36' 21 °16"47" O LG PT 2+11.42 5.03 5.03 SEE DETAIL DRIVE =� 4822.4433 4956.8332 _ N19.37'02"E 141.33" CB 4+68.0 LT 6.13 PC 3+52.75 K = 35.83 `fl 4955.5695 5004.2823 RADIUS = LENGTH = 300.00" 275.93" TANGENT DELTA = = 148.59" 52°41'58" 5.01 5.01 PT 6+28:68 - - - - 5220.0427 4973.061 50 LG N33`04"56"W 7 �1 .36" /f 4.89,/ SEE DETAIL END STA 6+62:04 > PROP \ 5247.9932 4954.8531 N cn CIA 200" FRONT ZONE 1 -\-TELEM-GNE DUCT BANK -~f (SAND ENCASEDj- . _ R_300 00' L=111.42 NORTH DENNIS ROAD BOUND WATER REVISED SHEET 4 OF 11 ;E DETAILS " SHEET 6 OF 11 BELOW PROP LEACHING GALLEY SEE DETAIL PROP G L� PROP COLD -PLANE & OVERLAY-\ DRAINAGE \STRUCTURE DATA N-6- -IFP S TION RIM ELEV. INV. ELEV. IN INV. ELEV. OUT REMARKS Of 0 O PRS GRAVEL x5 PROP-+?ItHWAY LL 0 o n LO SPS O CB 2+50.0 RT--, 8.92 1\, -- 5.42 _ O LG 2+70.0 8.53 \ 5.03 5.03 SEE DETAIL DRIVE =� 22.47 LT _ �;� 30 CB 4+68.0 LT 6.13 -- 5.42 K = 35.83 `fl ® LG 4+55.5 34.8 RT 8.04 5.01 5.01 % SEE DETAIIt L0n m� I 50 LG 4+34.7 7 �1 4.89 /f 4.89,/ SEE DETAIL w 48.9 RT > PROP GRADE © LG 39 92RT 7.15 4.75,: -- SEE DETAIL > J > J - O w -0.50% w P IT- ;HWAY GUARD ACKED WOOD) PROP SW TIMBER STAIRS (SEE CONSTR DET) GRAN CURB TRANSITION BEGIN' CURB +03f PROP STONE DUST R&S? EXIST \ POST (TYP) � BO BOS 4� Cy I z ' +2g 71 SA WCU 14.85 N1g 3 10 T �� n 1 B� PROP HMA RM 1 J PR P FULL �, {),E TH PVMT TOWN LO �- _ . 40"-12" HDPE PROP GRAVEL BEGIN, CURB +00± GRAN CURB TRANSITION PROP GRAVEL 5 MP 5 PM PROP MODIFIED 1 ROCKFILL 100RIVERFRON7 AREA PROP TEMP SUPPORT " .------- OF EXCAVATION PROP HIGHWAY GUARD (STEEL BACKED WOOD) EDGE OF WATER ;PROP WINGWAL i 0 \ 20 SCALE "IN FEET M/LL POND -EDGE OF WATER -PROP MODIFIED ROCKFILL PROP TEMP SUPP OF EXCAVATION PROP O�NGWALL -PROP>'HMA SIDEWALK j PROP IJt /I ,BO CULVERT r P R B . 0 0 VEGETATED + N 63 c ',PROP SPLIT RAIL Of 0 O PRS GRAVEL x5 PROP-+?ItHWAY LL 0 o n LO SPS + 12--� r'-�_-�-2.95%> w 4---- 0---- DATUM _-0---- DATUM ELEV -5.00 �0co 4 N 1+00 1+50 f, L / s PROI���v1�DIFIED � `>f OC�IL� PROP NE TIMBER STAIRS (SEE CONSTR DET) YARMOUTH NORTH DENNIS ROAD GENERAL PLAN & PROFILE SHEET 6 OF 11 1 100" RIVERFRONLAREA -PROP MODIFIED ROCKFILL x /--EDGE OF BORDERING VEGETATED WETLAND PROP STONE DUST (BO) ` -10" IMPRINT PVMT CW (BO) VO -W11-2 �0`IIN "'W1.,6 -7P EDGE,!QF BORDERING R= 00" (STEEL E�WOOIs VEGETATED WETL� ND =28 �.+ rPROP BARK MULCH (BO)691 63 c ',PROP SPLIT RAIL FENCES O PRS GRAVEL x5 PROP-+?ItHWAY ARD .PREP HMAI j j 513-�g �� SPS (STEEL E�WOOIs BERM G x END CURB STA 63 xh�? �,fI cj � 5 LOW POINT STA = 4+67.92 PVI: ELEV = 8.21 PROP COLD �1GRANDCURBO) PVI: STA = 4+70 PLANE &OVERLAY _ PROP --HMA �� - ROP HMA is j ESM?Ej 0 0 DRIVE =� �;� _ 1 Rt V i i /^BERM 11 \BARK <� , i \ L H\(BO) '� ,-% 1 2 �� 1 W1 8 P v� \ �0 5 A (BO) R= 0.0 BO)/%L=22.7' AR PROP BARK MULCH (BO) RET TREES PROP LEACHINI SEE DETAIL 13"-12" HDPE (B0; BENCHMARK TAG BOLT HYDRANT #917 ELEV = 9.64 NORTHING = 5032, 5 4 EASTING X6-48.4222 _ \-P Of3 LEACHING GALLEY SOS _ � EE DETAIL PROP GRAVEL DRIVE 14'-12"" HDPE (18,0) PROP STONE DUST (BO) PROP LEACHING GALLEY SEE DETAIL \ n J J EXIST G ADE �I I� MATCH EXIST PROFILE w w II o PR P 6.5" BOX CULVERT LUU X � w a ojr- w o c,, o 0 -1(.o Ln CD C6 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 EXIST SUION TO MEETPERELE ATION�TRANSITION - 2.0% SUPERELEVATION-EXIST SUPERELANSITION OMEET I EVATION I PROFILE - NORTH DENNIS ROAD HORIZONTAL MEET I EOP + R=2j�.00' L=1/4.9' f tXIST 37f I OPO W11-2 +`J�� �O xro �ROPI HMA 3ERM. PROF GRAVEL 3T t l 100" WETLAND BUFFER ZONE 200" RIVERFRONT Z \\m awatr\te \07630 \cad \te \pl an set \076: LOW POINT ELEV = 7.32 PVI: STA = 2+80 LOW POINT STA = 4+67.92 PVI: ELEV = 8.21 PVI: STA = 4+70 A. D. = 2.45 PVI: ELEV = 7.26 0 K = 36.72 A.D. = 1.12 0 90' VC K = 35.83 `fl 40' VC + L0n m� r + r w > PROP GRADE o > J > J - O w -0.50% w w a w 0.62% ---- - F, --- ------ - ---- --- ---- n J J EXIST G ADE �I I� MATCH EXIST PROFILE w w II o PR P 6.5" BOX CULVERT LUU X � w a ojr- w o c,, o 0 -1(.o Ln CD C6 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 EXIST SUION TO MEETPERELE ATION�TRANSITION - 2.0% SUPERELEVATION-EXIST SUPERELANSITION OMEET I EVATION I PROFILE - NORTH DENNIS ROAD HORIZONTAL MEET I EOP + R=2j�.00' L=1/4.9' f tXIST 37f I OPO W11-2 +`J�� �O xro �ROPI HMA 3ERM. PROF GRAVEL 3T t l 100" WETLAND BUFFER ZONE 200" RIVERFRONT Z \\m awatr\te \07630 \cad \te \pl an set \076: