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HomeMy WebLinkAbout20010318 Ver 1_PermitDrawings_20160412� c� �y�i � � ly�,nr�".+A'�-o �i �. c 64 �;,, N � `���y 345 _�� N � �� v, �^ ► � a � � _ °� ��d � � l� ..�. � � T�ICII�ITY 1�TAP '`I -:. � - r s� .�� �� a � � � . ���, W � ��+�� � j� 7:�}?�-� +� ' � �� h.� s � � _., �A :� ,_. W, �� _ � ' � � �� , , . r , _ - 1 '��;` -;�. � �. u ;; + t,�; � ,'��:, h 'l,\ � � ` �: ` '�` '�'�, =`'�' � ��4 • , \� -� �, � � �'` - � \ ,.:{ P 3, `�..�r � i � , i���� .P7 . ��Y� � h 6c .. �,.. • . ,� ' . R ' � : . � � ` � � . 1 � ��'"�" � � � a• �r •``'tA " '�'� ' �� �' ` I �' � O� i!3� � s �� }`��i� �\, �. ' . _p sA �'�Ass r t '� L ,1�'`t ��� a3 � '� � �.�. � ��.� � Y � �p�' � v s � ; 4 � ` � -; ti�.�s � �� z � ; ���i � ` "} � �� ' .. �t+� � 1 �.�� : ,�� +� "� ` N�� N � � ��'.f:i: G .hi� � ,t� � yr� � a: ��,..xt+ � �" g{ r�'� { � � ��3, � "1&.+s .k4�C�i��� .: � � � �� 'YY� �y�."h d.•`i`z s � iyli4 rr- tx * v��{.� �{ i o .� : �y � � O �a��' � �.+���� �:i� i} �. � , t s, o :rf .s �`��� ,;'�' r �r � O : � , ,, k��-�„�r �. � �'t� x+*°s���t� y: H � i � � �t? j �• N3 n��� �,�1,�, .� - - �';..'_ 3., i � ��yt� �-�x{.X�t + �s,`+� a4,� y���� 1 - �'��t, � � �x r , ,f" � � � � � �4 k:.� � t }c��_; � � V ; 0 � }� Y �n N� NN o� /� � �U U� —3 N a�ia � NTS � �_� O o� NNU L m ��3 V w �n ��� Q�� N U ul s � k� e i ����� �� ����� `V������� �������� �� ��������� DARE CO U1�lTY LOCATI0111: SOUTH OF US 64 REST AREA MANTEO, ROA11iOKE ISLA11lD ��is erwTa raaecr xeaeaae+cs xn ��� 44226 erwia wa.r+a r.n.eaa.no. 44226 ,� , � , ? �; ,r =.:: - TYPE OF WORK ST0111E WALKWAY C011lSTR UCTION f�' �' .�,� .°�x ` � s:� �s , `- ELEVATED WOODE11t WALKWAY COIVSTRUCTION �,;;'�`��` �;:. .��,� � - � "Y'�' t � ,��� - - -- - —� _ _ .—_�., _ . . . _ ;. ; �: �.s : i :g Sg:- _ �' :, t � ' ��� � � � . � �l 1 �:. •-� .:.;����., , ,:s: '� : .�-��� � �£}� � �:. � _'3.• � ; ' . �. �qrF1 r �a . � �� �"'' .� �c �. .. ,� � � � �� Y �. _ � �} :-� ,: '� .� r� : s ,� ,� �` : ��� a� �` �"' ,� +* �'�' �� ,� � r ' �.�'' . ri`` .'� � '. � . �` X 1 �r � : �-�'�� ' � �. h IJ�F ' �� x� � � d � _ . ,� . ' � .x � 4: � , x . : .r � ' :. 4 � , �} ` �, s�� c ,' . , b � � ��'t' F ,. , � .ar g ��p * .t,sq fi`• j F t. � �� � -� r :� '�' • '� , , � :� +�`r ; �r ` }„� ; � _- :� -� �,� � , � �` -' � ;�� '� ' ; ; =; �Y • ��•` �f rR �t � �'.�i "� } t . I `! F " y,� y�'`� � � r� � - � � F �i.�' , c$:- ��� �' e ��` -�'' .' ' � . " :: : j ' ^ • � �, � r•�� .� :;,� tr� � � ' �� ��;,� t; t. I' j �'+-!.� � �...�� � r a. �', � s �._ �• �` +e ,'� �•i r` /« � • �4 � e` �i r � � �f��' ; ��, �t',=� t � > r y ;.�, `1 , ,, P � ;:,,� �. �'�• �y� r . u r � N., - • �'f�E �.+i. �Pf. °4s+. � � ri: -, . ._ ,. __ .. r _ . . a _ s_ � v�• PROJECT LENGTH P�e/nie0 in fhe Otflce of: DIVISION OF HIGHWAYS LElt'GTH OF STONE WALKWAY -LI- = 593 LF !73 Airport Dr., Edenton, NC 27932 I.ENGTH OF STONE WALKWAY -L2- = 821 LF zou sraxoarso SPEClFICATIONS TOTAL LENGTH OF STOIYE WALKWAY = 1,414 LF RIGHT OF WAY DATE: W. B. HOBBS. PE LENGTH OF ELEVATED WOODEN WALKWAY -LI- = 133 LF DlVIS70N PROJECT MANAGER LEIIGTH OF ELET�ATED WOODEN WALKWAY -L2- = 190 LF LETTIIVG DATE: CHRIS SLACHTA TOTAL LENGTH OF ELEPATED WOODEN WALKWAY = 323 LF orvrsrox rnoPosnrs Excix�x , ,$ •L � _ ��� . � .,-t , �J� .,,. �1, � � . . s � +� . 9.tY. '� e ;� -�.� A`� �� �� ��� . � -.1,; . , _ . . , ,. ` Y� � � � ��„ �.� F,� � a�;, ,, �_� . $ ,� '�, ¢` p `s: * `y1�" �� P t � � *,'Yi'"y _j � 'ri � i • � �'�' �- �i� � �� . t. �irx �`� � ���p , : �� w� 4' k V � �.V� .� ��' _ � ,a�r#`i� a-'�-.� �� F � �`*� . C .J ` •'n` • ��f+.�,3�"��t`t�' _ ,_ '� �`9.. �, �i':�r' =.�� � _?t' _ ROADWAY DESIGN ENGINEER S. P. FENWICK, PLS � Q' PROJEC� REFERENCE NO. SHEET NO. � 44226 4 � A�IG�IMEI�T -�I- PlSta 12�97a76 � = 5/° 58' 1304° (LT ) D = 286° 28' 4400" �_�8��4� Pl Sta l3 f66e02 , Pl Sta ll +37086 ���� T= 9e 7 5' �= 2 6° 5 5' 2 70 7° ( L T ) 0= 83° 0/' 1304" �LT ) `� R= 20000 �_//4° 35' 2906„ � D= ll4° 35' 2906" L= 23050' — - L = 72045' � N T = //e97' 0 , T = 44025' � � R = 50000' � � R = 50e00' � � � � o� � � � � N � 0 LEGEND C� p � d- � � � �� �� � p � � 9� STONE PATH � y � � S�`p � �/x � � � � �� ELEVATED WOODEN WALKWAY O � � �O � v � O � N �x -F- z � � �cS ��s 59° 07, � � � s � SCALEa i° = zo� ° OO N ,OS 338 � � � � FULL SIZE PLANS � � � 6.58 O �s � w�e� � O 9 � O 72 32 34 � 6.91 k I � „ �� \ °� � � o �`'� 47090 �o -' 67� 23, 54 W� � 0 2� o� o , , � � ��� `l�\ 2'�� ��� � N 6 ° l2' 44" W �o� s Q'-��� (�O � � � kp�� (�x`� ��/' � �� � � 31 .,lJ . `LJ .-0.. � � \ \'/, �/i � � f1 a .� � i U 0 D L T R � iv-��vei� 42° 43' 1606" (RT ) 286° 28' 4400" /409/' 7a82' 20000' Pl Sta 0 = D L / T R � � � a � D L T � e 48° 53' 030/" (RT ) 286° 28' 44°0" 17006' 9009' 1 / +89007 R = 20°00' 48� 34' 1706" l RT � 286° 28' 4400" 6095' 9e�2' 20a00' �s BEGIN ELEV AT ED W OODEN W ALKW AY ST Ao l3 f 22°00 30" ABOV E CREEK NORMAL W AT ER ELEV AT lON � °� PROJECT REFERENCE NO. SHEET NO. -- /� � � � � � � T _ � I 44226 5 � `� ( _ m y�a �� �.-���,�, �- � ,/ �v � 45 �� / � � ��% 6.33 (^ �ti QD ° c� Pl Sta l6 �36099 " �. J , �� w�e --_ j� 2 � \ � 0 = 42° 53' 2200" �RT � ' �° �g D = 38° ll' 4909" `�� 42 ; N g L= 112028' � � � � T = 58092' �, � 5.a� i � x , — � R — 150000' s o � o � � °o : � 3 ° : �` WLB � , � .: s v � a � � _ q �y LEGEND � � � F`� STONE PATH 0 a 9 E�EVATED WOODEN WALKWAY Y C � U / � SCALE: I" = 20' � 0 y Y � FULL SIZE PLANS 0 � Y U O � vi� -N �/ O � N� dh W� In/ -U N � a x � Pl Sto l4 +80.33 � �= 87° 28' 23.4" l RT J a � D = ll4° 35' 29.6" � � L = 76.33' 0 : T = 47.84' Y � R=50.00' Y U Q� ��:�1 Pl Sto l5 +72.69 �= 27° 0/' 4/.2" <LT 1 D = 38° ll' 49.9" L = 70.76' T = 36.05' R = 150.00' � �c �h Q�IG�IMEI�T -�2- LEGEND STONE PATH ELEV�TED WOODEI�� WALKWAY � SCALE: I' = 20' FULL SIZE PLANS �p $-�--- BEGIN 190' ELEVATED WOODEN WALKWAY STA.18+15,30 PROJECT END STONE WALKWAY �0 MATCH EXISTING CONCe SIDEWA�K APPROX. STAe 20+IIv00 Pl Sto l8 f 93.94 0_ 600 22, 3/.8°„(LT 1� D 44 04 25.2 0� L _ I36.99, s� T 75.62 O R = 130.00' � ' � � � �X � ` `�� ��� x `� � �� �' . � ' �9 � '�`�` �''``; "S o• '� � � s �2 � �` �� � c,��' � � �, ' o . , _� , � � �� o � � REMOVE Q EXISTING PIPES �. Re:::�,n�=-. �`�a v� � �� ��. , �� � � , �s; ,�����,� SHEET NO. ; <. � i `c� r C � vl �-�-'f=---- _ REST AREA �� � � ��� END E�EVATED WOODEN WALKWAY STAe 20+05a30 `�-�' � �v�; � ., �r,,,.,;yrJ ~-y, �` i .. � • � P� ' ; !�_V _ _ ':-� . ; : � � ;� � �% ._...,. _ . , , , ° ,.� ,.�, r ,....- i �� �� � � � 10 \. 't EMOVE EXISTING FILL GRADE TO ADJACENT WETLAND APPROXa 1200 SQe FT. v,a� �+c���� c rn a N a a 3 K N � c 3 0 c � 0 (J 0 c � U �^ ZU Q in �� tvU ELEVATED WOOD WALKWAY NOTES: I. IN CASE OF DISCREPANCY IN DIMENSIONS OR DETAILS, BETWEEN MANUFACTURER AND STRUCTURAL DRAWINGS NOT AFFECTING STRENGTH, THE MANUFACTURERS PLANS SHALL GOVERN. FOR DIMENSIONS AND DETAILS NOT SHOWN, SEE MANUFACTURERS PLANS. 2. WHERE A DETAIL IS SHOWN ON STRUCTURAL DRAWINGS FOR ONE CONDITION, IT SHA�L APPLY TO AL� SIMILAR OR LIKE CONDITIONS, UNLESS NOTED OR SHOWN OTHERWISE ON PLANS. 3. ALL ITEMS SHALL BE TIGHTLY ANCHORED OR ATTACHED SQUARE,PLUMB AND TRUE,OR IN OTHER PLANES AND SHAPES AS SHOWN ON THE DRAWINGS. JOINTS SHAL� BE TIGHT, EVEN, AND FREE OF OFfSETS. NO FIELD ALTERING OF ANY MEMBERS WILL BE ALLOWED THAT WILL CAUSE THEM NOT TO BE IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, WITHOUT WRITTEN APPROVAL Of THE PROJECT ENGINEER. 4. THE DIMENSIONS SHOWN WITH A SUFFIX '' ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR BEFORE FABRICATION. 5. IF THE CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AND EXISTING ELEVATIONS, OR OTHER CONDITIONS WHICH PROHIBIT EXECUTION OF THE WORK AS DIRECTED IN THESE DRAWINGS, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. 6. LUMBER SHALL BE RATEO (AWPA STANDARDS)AS FOLLOWS: PILINGS: SET OUTSIDE OF TIDE ZONES: UC-4C � SET IN SALT OR BRACKISH WATER AND TIDE ZONES: UC-5B GIRDERS: WITHIN SPLASH PRONE AREAS IN SALT OR BRACKISH WATER INSIDE TIDE ZONES: UC-56 OTHER: tJC-4B STRINGERS/JOISTS/TIES: GROUND CONTACT OR SPLASN ZONE:UC-4B OTHER: UC-3B DECKING AND HANDRAI : GROUND CONTACT OR SPLASH ZONE:UC-48 OTHER: UC-38 7. ALL BOLTS TO BE HOT DIP GALVANIZED,ALL FASTENERS TO BE STAINLESS STEEL OR TREATED FOR EXTERIOR EXPOSURE AND USE. 2' X 6' CAP RECESS UPPER RAIL BETWEEN POSTS WHERE HANDRAILIS PROVIDED 4J(G(6)- RAMP HANDRAILS i SHALL BE 1�/q' TO I�/p' IN �Z �� WIDTH OR DIAMETER WITH THE 62 • �'�- OUTSIDE FACE OF THE 7Z • HANDRAIL A MAXIMUM OF 3�/p' 2X4 FROM THE WALL OR BUILDING FACE HANDRAIL 2' X 8' 34' MIN. TO 38' MAX TO FINISHED RAMP WALKING SURFACE A�L SURFACES ON HANDRRAIL TO BE ROUTED AND SANDED HANDRAIL �ETAIL NTS 3 Z•� 2XI2 OR 2XI0 GIRDER (2> 5/g' GAIVANIZED BOLTS PER CONNECTION NOTCH I' EACH SIDE � GIRDER CONNECTION DETAIL NTS 4X6 TREATED T SLOPE=p, pjN / 1� 4'-0° -�I CONCRETE OIUTLET PADS TO BE FIEL� LOCATED BY THE ENGINEER AT PATH LOW POINTS CONCRETE OUTLET PAD NTS 4X6 TREATED TIMBER� — 5'— REMOVE FOREST GROUND DEBRIS TO BARE SOIL �' "4��2 � UNDER PATH LOCATION �/4'/FT �7g STONE EX. GRADE �� �2'-0'A4 REBAR (SEE PLANS FOR & 4' O.C. CRADES AND SLOPE DIRECTION) PROPOSED GRADE STONE SHALL BE COMPACTED BY PLATE TAMP PEDESTRIAN TRAIL SECTION NTS WOOD WALKWAY I'XIO' TREATED (SEE DETAI�)� � �UMBER PEDESTRIAN TRAIL %— (SEE DETAIU 5'X4'X4' CONCRETE DRAINAGE OUTLET PAD SEE GIRDER CONNECTION �ETAIL PROVIDE HANDRAIL (BOTH SIDESI WHERE NECESSARY PER ADA REOUIREMENTS (i 5% SLOPE) WHERE THE HANDRAIL TERMINATES AT THE TOP OR BOTTOM OF A RAMP, IT SHALL EXTEND A MINIMUM OF 12' PAST THE TOE/TOP OF THE RAMP. ADD 5'X4'CONCRETE PAD AT EACH END OF ELEVATED WOOD WALKWAY TYPICAL FOR TRANSITION TO STONE TRAIL W000 WALKWAY TO STONE TRAIL CONNECTION NTS PROIECT REFERENCE NO. I SHEET NO. 5/g' GALVANIZED DOME HEAD BOLTS W/ 3'WAHERS SCAB OR LAP SPUCE STRINGERS 2' OVERLAP WITH (2) 5/g' GALVANIZED� BOLTS & 3' WASHERS � � ELEVATEO WOOD WA�KWAY SECTION NTS 42' 60' � � � � 8' MINIMUM PENETRATION � 2X6 DECKING (TYP) USE (2) 2' SCREWS/80ARD/JOIST 2X6 RAISED CURB (TYP) 2X8 & 12' O.C. 2-2XI0 BOLTED TO 6X6 PIIING WITH `'/9'GALVANIZED BOLTS 6X6 PILING SPACED 8' O.C. MAX. (TYP) -2'X4' WOOD TIES WITH (6) °I2 NAILS 'PICAL @ INTERIOR STRINGERS) ON 2X8 CAP fASTENEO WITH l31 �12d NAILS AT EACH PILE & AT 2' O.C. AIONG TOP RAIL (TYP) 2X4 (TYP) 8' MAXIMUM HORIZONTAL GAP fASTENED WITH �/z' GAIVANIZED DOME NEAO BOLTS & 3'WASHERS 2X6 DECKING FASTENED WITH 12d �(3�/4') NAILS (3 AT EACH STRINGER) 6X6 POST � 6' O.C. MAX. 2XI0 � 16' O.C. 0 2-2XI2 BOLTED TO 6'X6' PILING (SEE GIRDER CONNECTION DETAIU 6'X6' PILING OW 6'o MARINE GRADE SPACED IO' O.C. MAX. (TYP) (21-2'X4' WOOD TIES WITH (6) °I2 NAILS , (TYPICAI � WTERIOR STRINGERS) ELEVATED WOOD WALKWAY WITH RAILS/HANDRAILS NTS