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Home My WebLink About20160594 Ver 1_More Info Received_20160614" C I pA?cl L' Ln � 3 SEE FENCE AND PICKET �� \1�\ C FENCE LOCATIONS ON �I OVERLOOK, SEE �, 24` LANDSCAPE SITE PLANS�� 0 SHT B-101 - L mm` OAK U 0 1 aell Q�o�� OAK '� � CONDUIT BOX, 6/C-500 (TYP) (BOXES ON EITHER SIDE OF CREEK ARE PAK y° ENDPOINTS AND ARE NOT CONNECTED) —OAK ss o TEMP. STREAM �� 1 CROSSING 6,1 OP 7/C-500, C 'b UNNAMED '7r, DB TRIBUTARY F POP 15" 10 � �`� ° POP,= #BCH, '' (PERENNIAL) rti , APPLY STONE WALL 5/L-501, SEE � �IELEVATIONS ON L -PLANS 2 0 STANCHION, SEE L -PLANS 11080 °�- - 7.1,,t MATCH 201 LINE MATCHUNE C-202 _ END WALL 5 12+29 CHY%�20+00 - x 12+22; -HALT STD.' GREENWAY=� START BOARDWALK 20+00 16 (10' DECK. WIDTH, SEE -BOARDWALK PLANS B-101 TO B-106) a d H �r DRY CHANNEL CROSSING, APPLY 16 � 5A/C-500 AS DIRECTED BY ENGINEER p(7P- io TO STANCHION, POP -- SEE L -PLANS Hyti,l��/ PROPOSED CONDUIT FOR RE 1 FIBER OPTIC, SEE 6/C-500 17; �CIDETAIL & SPEC (TYP) SWD r ; x / < ;MAP M i CHY� i MSD SEWER ACCESS BETWEEN COLUMN SETS$ AT 23+00 AND 23+12, NO I >12" OIAK LATERAL BRACING - SEE B-102 I STABILIZE RIGHT BANK AND BED �� L8"1 24' I OF STREAM FROM SEWERLINE TO POP OA O �O j� 16 3F" 1 CHY _I z 14"I - OAK OAK' p BOARDWALK SPANS �3tt > 2 - TEMPORARY CROSSING,45LF, _ H �� - CREEK CROSSING �IN Y � SEE 5B C-500 _ �. 0 ,K ,- - 23+ \ AK 26"- elb _ POP 13°I L CHY $ c o OVERLOOK, SEE �� a O - OAK \ 6 p SHT B-102 % �•� - 1'8" \ V AK w cc CHY Pv' 1€s" o a Y END BOARDWALK 25+03 `� AC ID o o = RESUME STANDARD GREENWAY 30+00 OA F'1 183E8 30 n o - L�� S Y >�— 20 ?I FA EF 1H AK ��m�� CHY t • O END OF i - s - \ t6 MONOLITHIC CURB - P�- /T i % / �'1�� — J `' PC ss 20"" _ m m 1 P P E 32+48 END - -- f OAK s � � �ll � W5 '��%" a �� AKS- s 3 �s SIDEWALK, START o - - - /D HIC UAB P ASPHALT PAVING O - =�� _ ss ai ` - - - _�_T �7 �. 20' SANITARY h� C14 EASEMENT 0i + 0no— s OAK 18" � �,� POP /� PULL BACK SLOPE AS 16" r� MArcHUNEc_2pz ! NECESSARY FOR CLEARANCE, AK MgrE� REGRADE TO 2:1 OR STABILIZE - 0.203 �w WITH STONE WALL 5/L-501 TREE TO BE SAVED TREE TO BE REMOVED wv q 33" TREE TO BE REMOVED ONLY IF NECESSARY PLAN 0 *ALL OTHER SURVEYED AND UNSURVEYED1 If TREES ONLY TO BE REMOVED IF NECESSARY MSD GIS Data FAC. I. D. DESC US INV OUT/DS INV RIM 21-391088 811PVC 2100.5 2053.7 n/a 21-18359 MH 2048.5 2046.0 2051.7 21-18358 MH 2053.0 2057.4 12'° SBL\ 12" 20" CHY 208 207 207 206 f�1ZlI� 205 205 Q W LL� J �w (<nl 0.00 12+27 START BOARDWALK EL=2081.55' II\ � O O O O r- LANDSCAPE ARCHITECTURE 352 Depot Street I Suite 120 1 Asheville, NC 28801 1 828.225.4945 1 sitmorkstudios—m CD O 00 + cj N7-7 INTERNATIONAL N MINOR GRADING TO EXISTING GROUND ON HIGH SIDE OF BOARDWALK AS NECESSARY FOR REQUIRED MSD ACCESS CLEARANCE u QW Q w Q �J �w W/ - VIEWING DECK 0.00% EXISTING GROUND ALONG GREENWAY (BOARDWALK) EXISTING GROUND ALONG UPHILL AND DOWNHILL EDGE OF BOARDWALK (5' OFFSET EITHER DIRECTION FROM �) MAINTAIN 8' MINIMUM VERTICAL CLEARANCE FROM TOP OF BANK TO LOW CHORD FOR MSD ACCESS TO SEWER MANHOLE Q PROPOSED w PROFILE GREENWAY (BOARDWALK) a R0X�q\R -0 �� e PROFILE 1"=40' HORIZ 1 "=4' VERT Ln �cc N LANDSCAPE ARCHITECTURE 352 Depot Street I Suite 120 1 Asheville, NC 28801 1 828.225.4945 1 sitmorkstudios—m CD O +o �N INTERNATIONAL N MINOR GRADING TO EXISTING GROUND ON HIGH SIDE OF BOARDWALK AS NECESSARY FOR REQUIRED MSD ACCESS CLEARANCE ASHEVILLE, NC 28806 828-350-1408 QW cllj �J �w 167-B HAYWOOD ROAD Qw ASHEVILLE, NC 28806 CARO��.,q% �w .` ESS10 . • .. 10�EIAMI I SA =UO `o I I •` 1 '9llI (pIUA� 9 ••'•FNG I NE�.�'. �.•. 01flat Q J N N N N N N N N N N N N N N O O O O — — 1 N N N N N + + + + + + + + + + + + + + N 0 00 O N m 00 O N s 00 O O O O O O O O O O O O O O PROFILE 1"=40' HORIZ 1 "=4' VERT Ln �cc N LANDSCAPE ARCHITECTURE 352 Depot Street I Suite 120 1 Asheville, NC 28801 1 828.225.4945 1 sitmorkstudios—m CD O +o �N INTERNATIONAL N � � ASHEVILLE, NC 28806 828-350-1408 QW cllj �J �w 167-B HAYWOOD ROAD Qw ASHEVILLE, NC 28806 CARO��.,q% �w LOWER EXISTING GROUND ON UPHILL SIDE OF BOARDWALK AS NECESSARY FOR BEAM CLEARANCE / \- EXISTING GROUND @ - \� ( BOARDWALK JV APPROX (TYP) I17+25+/- END BOARDWALK; ALK; TIE-IN TO PAVEMENT, EL=2053.5'± 23+30, EXISTING SANITARY 8" PVC INVERT 2050.2'± N N N N N N N N N N Cl� CA CA CEJ W � � _pl -P � + + + + + + + + + + O N 0 00 O N � 0 00 O O O O O O O O O O tCD �Ln Qw cn w 2085 2080 2075 2070 2065 060 2055 2050 TGTJ�2045 N N N (_Tl Cli Ul + + + O N CA O O CA -qitPwnrk STUDIOS LANDSCAPE ARCHITECTURE 352 Depot Street I Suite 120 1 Asheville, NC 28801 1 828.225.4945 1 sitmorkstudios—m INTERNATIONAL 797 HAYWOOD ROAD SUITE 201 ASHEVILLE, NC 28806 828-350-1408 WILDLANDS ENGINEERING, INC. NC LIC. NO. F-0831 167-B HAYWOOD ROAD ASHEVILLE, NC 28806 CARO��.,q% .` ESS10 . • .. 10�EIAMI I SA =UO `o I I •` 1 '9llI (pIUA� 9 ••'•FNG I NE�.�'. �.•. 01flat Q J Z) Z J w Uc) Uj Z o Z '^ v Uj Q _J0 Z O J w O Q w L.L � UJ Q = L w U w LLCL � VJ U) Q c/) Z Y Q LL 0 LL Z O U w U � Q w 0 REVISIONS NO. REMARKS DATE 1 MSD Comments 6 15 2 Edits u dates 6Z16 CONSTRUCTION DOCUMENTS DATE: 06.15.2016 SHEET TITLE: PLAN - PROFILE GRADING SHEET NO.